MISCELLANEOUS CIVIL WORKS IN HRDPL AND RT HARIDWAR UNDER NCR REGION

MISCELLANEOUS CIVIL WORKS in HRDPL & RT HARIDWAR region- HARIDWAR Region Under NCR GAS (O&M).

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil

Filling available excavated earth/fine sand/coarse sand/stone aggregate (excluding rock) in trenches, plinth sides of foundation, etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, all lead and with all lift.

Concrete of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size). in foundation, plinth, pavement, flooring etc and up to floor three level

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Foundations, footings, bases for columns. Columns, piers, abutments, pillars, posts, struts , slab,roofs.

Concrete Grade M20 - 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 & superstructure. In suspended floors roofs, footing, landing, walls chajjas, lintels, beams, shelves, coloumns, balconies, facias, pavement/roads (WITH RMC), flooring etc. - Grade M20 of concrete.

Demolishing R.C.C/Brick work/plaster work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable material viz. reinforcement etc and disposal of unserviceable material .

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation, plinth, superstructure etc in: Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix - 1:6 (1 cement: 6 coarse sand)

Paver Block- Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern

Good Earth-Supply, stacking and spreading at site good earth as per site condition measurement will be taken of compacted earth.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge

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.

Tubular steel- 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 at shop and second coat of primer at site after erection and two coats of finishing paint at site using structructrual steel including chequered plates all complete.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing, trusses and similar works, including applying priming coat of approved steel primer and two coats of paint. E.R.W Tubes

Consolidation- Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.

BOREWELL ITEM REMOVED.

SteelReinforcement- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Acid Tiles- Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as perish : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile.

Granite - Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations including inside building premises, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm or as per Direction of EIC.

Ceramic tile - Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting or as specified by EIC with 1:4 cement mortar( 1 cement : 4 coarse sand) or cement based adhesive as per site requirement.

Vitrified Tile- Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete or cement based adhesive as per site requirement.

Galvanised Sheet -Providing and fixing precoated galvanised iron profile sheets (colour,size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. The area includes ridge,falshing etc and measurement to be done in area of plan.

Door Frame- Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer’s specification and direction of Engineer-in-charge.

Sliding Window/Door - 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 of 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 Engineer-in-Charge. Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A3.1 Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). THE COST INCLUDES FLOAT GLASS PANE 5.5MM THICK, SS MESH AND SILICON SEALANT, APPROVED MAKE - FENESTA/DECEUNIK/ WINDOW MAGIC/ASAHI

Barricading work - Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Hiring of JCB machine with requisite operator and fuel for work at site on hourly basis .

Removing dry or oil bound distemper, synthetic enamal paint, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

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.

Synthetic Enamel - Painting with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade including Primer: (one or more coat) on old / new surface as per manufacture company specification or as per direction of EIC. All materials , labour, tools and tackles, Taxes & duties, loading & unloading transportation complete as per direction of EIC. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

Kerb Stone- 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).

Deploying Tractor trolley for 8 hours per day with driver, diesel etc along with 02 labour.

Barbed Wire - Fencing with angle iron post placed at required distance embedded in cement concrete blocks last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used With G.I. barbed wire

Parking Shed - Drawing, design, supply fabricaton & erection of tensile membrane structure as per design including all PREFABRICATED MS work with duco painted over a coat of primer. rate includes all fittings MS strands/ cables with stainless steel end terminals and fabric with Sattler (Germany) Make 700 gsm grade both side PVDF coated (any colour) Warranty of minimum 7 years or as per manufacturer’s specifications whichever is higher on the fabric with all cutting patterning, stitching & fixing complete as per Drawing/ Detail & as per technical specifications and as per the directions of Engineer-in-charge. Strcuture system shall be made of hollow square strcutre tubes of mild steel confirming to IS:1429 or equivalent BS. Structure shall be analyzed and designed for primary loads i.e. dead load, live load & wind load and their combinations specified as per IS:875 Part -I, II & III or equivalent BS. Structure shall be checked for strucutral stability and critical stresses confirming to IS:800 & IS:806 or equivalent BS. All the required civil works such as excavation, RCC/Brick foundation whatever is required shall be in the scope of the contractor. All the MS strucutre work such as base plate , Bolt, Pole , truss, etc shall be in the scope of the contractor. The shop drawing including Design Calculation shall be submitted and Approved from the architect before execution. Accessories wherever required complete including lifts upto all heights, tools and plants, and necessary scaffolding and all civil works etc. required for all operations in all respect as per particular specifications & direction of Engineer-In-Charge. The SOR rate is all inclusive.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil, 300 mm dia.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (CM / RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia

Supply,installation and commisioning of 2 HP Submersible pump for borewell with copper armoured cable including lowering work, testing commissioning work etc. with all labour and material, as per direction of EIC. The price of armoured cable shall be paid extra.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for twin control light point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable etc. as required.

Wiring for power plug with 2 x 4 Sq.Mm. FRLS PVC insulated, copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 no 4 Sq.Mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit / submain wiring alongwith earth wire with the following sizes of 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.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providingand fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin flat flexible, FRLS PVC insulated, copper conductor cable, in PVC sleeve of suitable size on the floor/ wall, or side of the table/ door etc. as required.

Installation, testing and commissioning of pre- wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil

Filling available excavated earth/fine sand/coarse sand/stone aggregate (excluding rock) in trenches, plinth sides of foundation, etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, all lead and with all lift.

Concrete of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size). in foundation, plinth, pavement, flooring etc and up to floor three level

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Foundations, footings, bases for columns. Columns, piers, abutments, pillars, posts, struts , slab,roofs.

Concrete Grade M20 - 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 & superstructure. In suspended floors roofs, footing, landing, walls chajjas, lintels, beams, shelves, coloumns, balconies, facias, pavement/roads (WITH RMC), flooring etc. - Grade M20 of concrete.

Demolishing R.C.C/Brick work/plaster work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable material viz. reinforcement etc and disposal of unserviceable material .

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation, plinth, superstructure etc in: Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix - 1:6 (1 cement: 6 coarse sand)

Paver Block- Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern

Good Earth-Supply, stacking and spreading at site good earth as per site condition.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge

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.

Tubular steel- 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 at shop and second coat of primer at site after erection and two coats of finishing paint at site using structructrual steel including chequered plates all complete.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing, trusses and similar works, including applying priming coat of approved steel primer and two coats of paint. E.R.W Tubes

Consolidation- Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.

BOREWELL ITEM REMOVED.

SteelReinforcement- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Acid Tiles- Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as perish : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile.

Granite - Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations including inside building premises, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm or as per Direction of EIC.

Ceramic tile - Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting or as specified by EIC with 1:4 cement mortar( 1 cement : 4 coarse sand) or cement based adhesive as per site requirement.

Vitrified Tile- Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete or cement based adhesive as per site requirement.

Galvanised Sheet -Providing and fixing precoated galvanised iron profile sheets (colour,size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. The area includes ridge,falshing etc and measurement to be done in area of plan.

Door Frame- Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer’s specification and direction of Engineer-in-charge.

Sliding Window - 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 of 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 Engineer-in-Charge. Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A3.1 Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). THE COST INCLUDES FLOAT GLASS PANE 5.5MM THICK, SS MESH AND SILICON SEALANT, APPROVED MAKE - FENESTA/DECEUNIK/ WINDOW MAGIC/ASAHI

Barricading work - Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Hiring of JCB machine with requisite operator and fuel for work at site on hourly basis .

Removing dry or oil bound distemper, synthetic enamal paint, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

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.

Synthetic Enamel - Painting with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade including Primer: (one or more coat) on old / new surface as per manufacture company specification or as per direction of EIC. All materials , labour, tools and tackles, Taxes & duties, loading & unloading transportation complete as per direction of EIC. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

Kerb Stone- 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).

Deploying Tractor trolley for 8 hours per day with driver, diesel etc along with 02 labour.

Barbed Wire - Fencing with angle iron post placed at required distance embedded in cement concrete blocks last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used With G.I. barbed wire

Parking Shed - Drawing, design, supply fabricaton & erection of tensile membrane structure as per design including all PREFABRICATED MS work with duco painted over a coat of primer. rate includes all fittings MS strands/ cables with stainless steel end terminals and fabric with Sattler (Germany) Make 700 gsm grade both side PVDF coated (any colour) Warranty of minimum 7 years or as per manufacturer’s specifications whichever is higher on the fabric with all cutting patterning, stitching & fixing complete as per Drawing/ Detail & as per technical specifications and as per the directions of Engineer-in-charge. Strcuture system shall be made of hollow square strcutre tubes of mild steel confirming to IS:1429 or equivalent BS. Structure shall be analyzed and designed for primary loads i.e. dead load, live load & wind load and their combinations specified as per IS:875 Part -I, II & III or equivalent BS. Structure shall be checked for strucutral stability and critical stresses confirming to IS:800 & IS:806 or equivalent BS. All the required civil works such as excavation, RCC/Brick foundation whatever is required shall be in the scope of the contractor. All the MS strucutre work such as base plate , Bolt, Pole , truss, etc shall be in the scope of the contractor. The shop drawing including Design Calculation shall be submitted and Approved from the architect before execution. Accessories wherever required complete including lifts upto all heights, tools and plants, and necessary scaffolding and all civil works etc. required for all operations in all respect as per particular specifications & direction of Engineer-In-Charge. The SOR rate is all inclusive.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil, 300 mm dia.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (CM / RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia

Supply,installation and commisioning of 2 HP Submersible pump for borewell with copper armoured cable including lowering work, testing commissioning work etc. with all labour and material, as per direction of EIC. The price of armoured cable shall be paid extra.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for twin control light point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable etc. as required.

Wiring for power plug with 2 x 4 Sq.Mm. FRLS PVC insulated, copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 no 4 Sq.Mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit / submain wiring alongwith earth wire with the following sizes of 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.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providingand fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin flat flexible, FRLS PVC insulated, copper conductor cable, in PVC sleeve of suitable size on the floor/ wall, or side of the table/ door etc. as required.

Installation, testing and commissioning of pre- wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas including getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil

Filling available excavated earth/fine sand/coarse sand/stone aggregate (excluding rock) in trenches, plinth sides of foundation, etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, all lead and with all lift.

Concrete of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size). in foundation, plinth, pavement, flooring etc and up to floor three level

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Foundations, footings, bases for columns. Columns, piers, abutments, pillars, posts, struts , slab,roofs.

Concrete Grade M20 - 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 & superstructure. In suspended floors roofs, footing, landing, walls chajjas, lintels, beams, shelves, coloumns, balconies, facias, pavement/roads (WITH RMC), flooring etc. - Grade M20 of concrete.

Demolishing R.C.C/Brick work/plaster work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable material viz. reinforcement etc and disposal of unserviceable material .

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation, plinth, superstructure etc in: Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix - 1:6 (1 cement: 6 coarse sand)

Paver Block- Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern

Good Earth-Supply, stacking and spreading at site good earth as per site condition.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge

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.

Tubular steel- 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 at shop and second coat of primer at site after erection and two coats of finishing paint at site using structructrual steel including chequered plates all complete.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing, trusses and similar works, including applying priming coat of approved steel primer and two coats of paint. E.R.W Tubes

Consolidation- Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.

BOREWELL ITEM REMOVED.

SteelReinforcement- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Acid Tiles- Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as perish : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile.

Granite - Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations including inside building premises, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm or as per Direction of EIC.

Ceramic tile - Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting or as specified by EIC with 1:4 cement mortar( 1 cement : 4 coarse sand) or cement based adhesive as per site requirement.

Vitrified Tile- Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete or cement based adhesive as per site requirement.

Galvanised Sheet -Providing and fixing precoated galvanised iron profile sheets (colour,size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. The area includes ridge,falshing etc and measurement to be done in area of plan.

Door Frame- Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer’s specification and direction of Engineer-in-charge.

Sliding Window - 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 of 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 Engineer-in-Charge. Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A3.1 Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). THE COST INCLUDES FLOAT GLASS PANE 5.5MM THICK, SS MESH AND SILICON SEALANT, APPROVED MAKE - FENESTA/DECEUNIK/ WINDOW MAGIC/ASAHI

Barricading work - Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Hiring of JCB machine with requisite operator and fuel for work at site on hourly basis .

Removing dry or oil bound distemper, synthetic enamal paint, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

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.

Synthetic Enamel - Painting with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade including Primer: (one or more coat) on old / new surface as per manufacture company specification or as per direction of EIC. All materials , labour, tools and tackles, Taxes & duties, loading & unloading transportation complete as per direction of EIC. MAKE: ASIAN , BERGER , DULUX, or equivalent as per direction of EIC.

Kerb Stone- 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).

Deploying Tractor trolley for 8 hours per day with driver, diesel etc along with 02 labour.

Barbed Wire - Fencing with angle iron post placed at required distance embedded in cement concrete blocks last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used With G.I. barbed wire

Parking Shed - Drawing, design, supply fabricaton & erection of tensile membrane structure as per design including all PREFABRICATED MS work with duco painted over a coat of primer. rate includes all fittings MS strands/ cables with stainless steel end terminals and fabric with Sattler (Germany) Make 700 gsm grade both side PVDF coated (any colour) Warranty of minimum 7 years or as per manufacturer’s specifications whichever is higher on the fabric with all cutting patterning, stitching & fixing complete as per Drawing/ Detail & as per technical specifications and as per the directions of Engineer-in-charge. Strcuture system shall be made of hollow square strcutre tubes of mild steel confirming to IS:1429 or equivalent BS. Structure shall be analyzed and designed for primary loads i.e. dead load, live load & wind load and their combinations specified as per IS:875 Part -I, II & III or equivalent BS. Structure shall be checked for strucutral stability and critical stresses confirming to IS:800 & IS:806 or equivalent BS. All the required civil works such as excavation, RCC/Brick foundation whatever is required shall be in the scope of the contractor. All the MS strucutre work such as base plate , Bolt, Pole , truss, etc shall be in the scope of the contractor. The shop drawing including Design Calculation shall be submitted and Approved from the architect before execution. Accessories wherever required complete including lifts upto all heights, tools and plants, and necessary scaffolding and all civil works etc. required for all operations in all respect as per particular specifications & direction of Engineer-In-Charge. The SOR rate is all inclusive.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil, 300 mm dia.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (CM / RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia

Supply,installation and commisioning of 2 HP Submersible pump for borewell with copper armoured cable including lowering work, testing commissioning work etc. with all labour and material, as per direction of EIC. The price of armoured cable shall be paid extra.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for twin control light point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 Sq.Mm FR PVC insulated copper conductor single core cable etc. as required.

Wiring for power plug with 2 x 4 Sq.Mm. FRLS PVC insulated, copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 no 4 Sq.Mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit / submain wiring alongwith earth wire with the following sizes of 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.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providingand fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin flat flexible, FRLS PVC insulated, copper conductor cable, in PVC sleeve of suitable size on the floor/ wall, or side of the table/ door etc. as required.

Installation, testing and commissioning of pre- wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning : 40 Amps

Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :

Supply , laying , termination , erection and testing of 1.1 KV Power FRLS XLPE/PVC Cables . Outdoor cable will be laid in buried cable trench and in Indoor cable will be laid in Cable trench by provision of Cable tray and supports inside the trench as per PTS - Electrical package 1100 V, 3.5C x 25 sqmm AL FRLS XLPE, armored cable shall possess with following Specification: Ø Stranded annealed Copper/Aluminum conductor Ø XLPE Insulation Ø Inner and outer Sheath shall be extruded Ø Inner sheath shall be ST2 Ø Steel strip/wire armored Ø Outer sheath of cable shall be FRLS PVC, ST2 Type Ø Voltage grade – 1100 V Ø IS-1554 Part I Cables on Walls, Structure or Cable Trays Cables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cable supports or fixings such as cleats, saddles, hangers or straps shall be used. Cables Supported on Cable Trays Cables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cable saddles, made of approved material, when run on horizontal or vertical cable trays. TERMINATION AND CONNECTION OF CABLES Heavy duty LT XLPE Cables, armored or unarmored shall be terminated with double compression type cable glands. When armored cables are used, the armour shall be prepared in a manner suitable for the type of cable glands. Armour shall be securely clamped and bonded to the body of the gland. Armour shall be properly cleaned and petroleum conducting jelly applied to the armour as well as clamping surfaces. When specifically called for and in hazardous areas, cable glands shall be further sealed with cold setting PVC compound. When cable glands are fixed onto a sheet metal enclosure, with a slip hole, a bonding/earthing washer and a heavy check-out shall be used to ensure effective bonding of the cable gland with the enclosure. CABLE TRAY Cable Tray shall be hot dip Galvanized Prefabricated ladder /Perforated, size of 150mm, 300mm, 450mm as per approved Lay out. Cable tray fittings will have a radius equal to or greater than the minimum bending radius of the cables they contain.