Tender For Miscellaneous Civil Works In Hrdpl & Rt Haridwar Region- Haridwar Region Under Ncr Gas (O&M)., Ghaziabad-Uttar Pradesh

TDR : 54098819

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BOQ

21 Days Left

Ghaziabad , Uttar Pradesh

Tender Brief : Tender For Miscellaneous Civil Works In Hrdpl & Rt Haridwar Region- Haridwar Region Under Ncr Gas (O&M).

Document Fees
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EMD
₹ 435000.0 /-

Tender Value
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Submission Date
11-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	MISCELLANEOUS CIVIL WORKS in HRDPL & RT HARIDWAR region- HARIDWAR Region Under NCR GAS (O&M).
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areasincluding getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil
3	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.
4	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
5	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.
6	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 M20of concrete.
7	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.
8	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)
9	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)
10	15 mm cement plaster on rough side of single or half brick wall of mix - 1:6 (1 cement: 6 coarse sand)
11	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
12	Good Earth-Supply, stacking and spreading at site good earth as per site condition measurement will be taken of compacted earth.
13	Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / basecourse on well prepared surface and compacting with vibratory roller of8 to 10 tonne capacity to achievethe desired density, complete as perspecifications and directions of Engineer-in-Charge
14	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.
15	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 primerat 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.
16	Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing, trusses and similar works, includingapplying priming coat of approved steel primer and two coats of paint. E.R.W Tubes
17	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.
18	BOREWELL ITEM REMOVED.
19	Waterproofing- (A) CONCRETE SCREED REPAIR: Clean the CONCRETE SURFACE using a water jet to remove dirt and loose particles. Brush apply a bond coat of Dr. Fixit Pidicrete URP mix in the ratio of 1:1 (URP 1: Cement 1) by volume to make it lump free slurry when applied on in the pre wet surface. Laid to fall roof screed in correct slope and gradient. Mix Dr. Fixit Pidicrete URP 10% by weight of cement in (M20) concrete in ratio of 1:1.5:3 i.e., one bag of 50kg cements: 1.5 times volume of sand: 3 times volume of aggregates: 25L water. Level the repair mortar and finish with trowel. Moist cure should be done for 7days. Prolonged wet curing will minimize the chances of cracking and improve the physical properties. Air cure new screed for 21 days, before application of roof topcoat coating system. (Payment of M-20 Concrete will be paid seperately). (B) SURFACE PREPARATION: Break and remove loose and de bonded roof concrete / cement screed, hacked with a chisel and hammer in order to reach up to the sound surface. Roof substrate must be pressure-washed with water with to be used to and/or remove all dirt, dust, chalking and waste products. Remove algae, mold by using bleach solution or bio wash. Repairing of hollow, unsound surface with PMM admix with Dr Fixit Pidicrete URP @10% by weight of cement. (C) CRACK REPAIR: All visible hairline cracks on concrete roof screed more than 0.50mm and not giving hollow sound, should be cut and widen in under cut (Dovetail) shape with mechanical cutter in the size (10mm W x 10mm). Apply a primer coat of cement slurry mixed with Dr. Fixit Pidicrete URP with the ratio 1:1 (cement:URP) the well prepared groove; and fill with PMM. Allow to air cure. (D) RAINWATER OUTLET / INLET TREATEMENT: Make the surface rough by hacking and chipping out around the rainwater pipe penetration extend it on the larger area around the drain outlet up to 25mm in depth. Apply bond coat slurry mix of Dr. Fixit Pidicrete URP in the ratio of 1:1 (URP 1: Cement 1) by volume over the corners without leaving any gaps. Fill the gaps around drain mouth and pipe insert entry with (PMM) polymer modified mortar mixed with Dr. Fixit Pidicrete URP 10% by weight of cement. Junction shall be properly rounded; waterproofing treatment shall be carried inside the drain pipes overlapping at least 100 mm width by applying a coat of Dr. Fixit Roofseal Ultra sandwich with 45gsm geo-textile over the wet coating while the first coat is still in wet condition. Apply the second coat of Dr. Fixit Roofseal Ultra with an interval if 5-6 hours all over the rainwater outlet. (E) VERTICAL UPSTATND & MECHANICAL FIXTURES: Providing 100mm x 100 mm Square / rectangle upstand of M20 grade concrete or with PMM around mechanical equipment like HVAC, air- conditioning, solar panels. Etc. Apply a self-priming coat of Dr. Fixit Roofseal Ultra and two coats reinforced with 45 Gsm glass fibre mesh without dilution in the interval of 4 -6 hrs. Apply Dr. Fixit PU Sealant at around the junction of fabricated stand inserted and wall mounting mechanical fixtures. (F) WATERPROOFING: Apply one coat of Dr. Fixit Primeseal primer dilute with water in the ratio 2:1 spreading at the rate of 8.0 # 10.0 / Sq.mt / Litre in the SSD condition. Apply 1st coat of Dr. Fixit Roofseal Ultra without dilution spreading at the rate of 0.70/litre/Sq.mt/Coat until all surface is covered. Lay a 45 GSM Fibre glass mesh as a reinforcing material which is incorporated in the coating when the first coat is still in wet condition. Allow the first coat to dry for approximately 4-6 hours before applying the 2nd coat at 90° to the first coat. Ensure there are no pinholes or air bubbles on the membrane surface. Apply second coat of Dr. Fixit Roofseal Ultra without dilution spreading at the rate of 0.70 litre / Sq.mt /Coat to achieve total dry film thickness of 850 to 1000 microns at forced coverage at the rate of 1.40 litre / Sq.mt in 2 coats. Meet and exceeds the ASTM D 6083 - 97a standard specification. Attains a Tensile strength of # 4.00 N/mm2 with 45 GSM glass fibre mesh confirming to ASTM D 412; Elongation at break #300% and crack bridging ability up to 3 mm, Solar Reflectance Index as per ASTM E 1980 # 105, Water permeability @5 bar # Nil as per EN12390 - 8:2019. Air cure the coating for 7 days. System comes with 12 years waterproofing warranty from M/S Pidilite Industries. For vertical surfaces and parapet walls should be enveloped & coated / painted with Dr. Fixit Raincoat Select Waterproof coating system. Note # Coating should be terminated below the drip mould on the vertical surface. Approved material : SIKA, STP, PIDILITE, FOSROC
20	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.
21	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.
22	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 insidebuilding 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.
23	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.
24	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.
25	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.
26	Door Frame- Providing and Fixing factory made uPVC door frame, made of uPVCexturded 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 jointedwith plastic brackets and stainless steel screws, reinforcing hinge sidevertical of the frames with PVC profile of Size 28 mm x 30 mm havingwall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125mm long stainless steel hinges to the frame, fixing the frame with jambwith required number & size of anchor dash fastners, all complete as permanufacturer’s specification and direction of Engineer-in-charge.
27	Sliding Window/Door - Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all corners, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-Charge.Two and half track three panels sliding window with twoglazed & one wire mesh panels with Aluminium channel forroller 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 zincalloy (zamak) powder coated touch locks withhook (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
28	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).
29	Hiring of JCB machine with requisite operator and fuelfor work at site on hourly basis .
30	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.
31	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.
32	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.
33	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.
34	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).
35	Deploying Tractor trolley for 8 hours per day with driver, diesel etc along with 02 labour.
36	Barbed Wire - Fencing with angle iron post placed at required distance embedded incement concrete blockslast but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontalwires, of barbed wire weighing 9.38 kg per 100 m (minimum), between thetwo posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Costof 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 usedWith G.I. barbed wire
37	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 terminalsand 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.
38	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.
39	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
40	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.
41	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
42	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
43	Wiringfortwincontrollightpoint with1.5Sq.MmFRPVCinsulated copper conductorsinglecorecableinsurface/recessedmediumclass PVCconduit,2waymodularswitch,modularplate,suitableGIboxand earthingthepointwith1.5Sq.MmFRPVCinsulatedcopperconductor single core cable etc. as required.
44	Wiringforpowerplugwith 2 x 4 Sq.Mm. FRLS PVCinsulated, copper conductorsinglecorecablein surface/recessedmediumclassPVC conduitalongwith 1 no 4 Sq.Mm FRLS PVC insulated copper conductor single core cable forloopearthing as required.
45	Wiringfor circuit/submain wiring alongwithearthwirewith the followingsizesofPVCinsulated,copperconductorsinglecorecablein surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
46	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
47	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.
48	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.
49	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.
50	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
51	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.
52	Supplyingandfixingfollowingrating,fourpole,415V,isolatorinthe existing MCB DB complete with connections, testing and commissioning : 40 Amps
53	Supplying and fixingfollowingrating, fourpole, (three phase & neutral) 415volts,residualcurrentcircuit breaker(RCCB),havingasensivity currentupto300miliamperes in theexisting MCBDBcompletewith connections, testing and commissioning etc. as required :
54	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 provisionof 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:ØStranded annealed Copper/Aluminum conductorØ XLPE InsulationØ Inner and outer Sheath shall be extrudedØ Inner sheath shall be ST2Ø Steel strip/wire armoredØ Outer sheath of cable shall be FRLS PVC, ST2 TypeØ Voltage grade – 1100 VØ IS-1554 Part ICables on Walls, Structure or Cable TraysCables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cablesupports or fixings such as cleats, saddles, hangers or straps shall be used.Cables Supported on Cable TraysCables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cablesaddles, made of approved material, when run on horizontal or vertical cable trays.TERMINATION AND CONNECTION OF CABLESHeavy 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 TRAYCable 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.
55	Supplyingandfixingfollowingrating,fourpole,415V,isolatorinthe existing MCB DB complete with connections, testing and commissioning : 40 Amps
56	Supplying and fixingfollowingrating, fourpole, (three phase & neutral) 415volts,residualcurrentcircuit breaker(RCCB),havingasensivity currentupto300miliamperes in theexisting MCBDBcompletewith connections, testing and commissioning etc. as required :
57	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 provisionof 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:ØStranded annealed Copper/Aluminum conductorØ XLPE InsulationØ Inner and outer Sheath shall be extrudedØ Inner sheath shall be ST2Ø Steel strip/wire armoredØ Outer sheath of cable shall be FRLS PVC, ST2 TypeØ Voltage grade – 1100 VØ IS-1554 Part ICables on Walls, Structure or Cable TraysCables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cablesupports or fixings such as cleats, saddles, hangers or straps shall be used.Cables Supported on Cable TraysCables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cablesaddles, made of approved material, when run on horizontal or vertical cable trays.TERMINATION AND CONNECTION OF CABLESHeavy 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 TRAYCable 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.
58	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areasincluding getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil
59	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areasincluding getting out and disposal of excavated earth, all lead & lift, as directed by Engineer-in-Charge. All kinds of soil
60	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.
61	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
62	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.
63	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 M20of concrete.
64	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.
65	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)
66	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)
67	15 mm cement plaster on rough side of single or half brick wall of mix - 1:6 (1 cement: 6 coarse sand)
68	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
69	Good Earth-Supply, stacking and spreading at site good earth as per site condition.
70	Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / basecourse on well prepared surface and compacting with vibratory roller of8 to 10 tonne capacity to achievethe desired density, complete as perspecifications and directions of Engineer-in-Charge
71	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.
72	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 primerat 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.
73	Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing, trusses and similar works, includingapplying priming coat of approved steel primer and two coats of paint. E.R.W Tubes
74	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.
75	BOREWELL ITEM REMOVED.
76	Waterproofing- (A) CONCRETE SCREED REPAIR: Clean the CONCRETE SURFACE using a water jet to remove dirt and loose particles. Brush apply a bond coat of Dr. Fixit Pidicrete URP mix in the ratio of 1:1 (URP 1: Cement 1) by volume to make it lump free slurry when applied on in the pre wet surface. Laid to fall roof screed in correct slope and gradient. Mix Dr. Fixit Pidicrete URP 10% by weight of cement in (M20) concrete in ratio of 1:1.5:3 i.e., one bag of 50kg cements: 1.5 times volume of sand: 3 times volume of aggregates: 25L water. Level the repair mortar and finish with trowel. Moist cure should be done for 7days. Prolonged wet curing will minimize the chances of cracking and improve the physical properties. Air cure new screed for 21 days, before application of roof topcoat coating system. (Payment of M-20 Concrete will be paid seperately). (B) SURFACE PREPARATION: Break and remove loose and de bonded roof concrete / cement screed, hacked with a chisel and hammer in order to reach up to the sound surface. Roof substrate must be pressure-washed with water with to be used to and/or remove all dirt, dust, chalking and waste products. Remove algae, mold by using bleach solution or bio wash. Repairing of hollow, unsound surface with PMM admix with Dr Fixit Pidicrete URP @10% by weight of cement. (C) CRACK REPAIR: All visible hairline cracks on concrete roof screed more than 0.50mm and not giving hollow sound, should be cut and widen in under cut (Dovetail) shape with mechanical cutter in the size (10mm W x 10mm). Apply a primer coat of cement slurry mixed with Dr. Fixit Pidicrete URP with the ratio 1:1 (cement:URP) the well prepared groove; and fill with PMM. Allow to air cure. (D) RAINWATER OUTLET / INLET TREATEMENT: Make the surface rough by hacking and chipping out around the rainwater pipe penetration extend it on the larger area around the drain outlet up to 25mm in depth. Apply bond coat slurry mix of Dr. Fixit Pidicrete URP in the ratio of 1:1 (URP 1: Cement 1) by volume over the corners without leaving any gaps. Fill the gaps around drain mouth and pipe insert entry with (PMM) polymer modified mortar mixed with Dr. Fixit Pidicrete URP 10% by weight of cement. Junction shall be properly rounded; waterproofing treatment shall be carried inside the drain pipes overlapping at least 100 mm width by applying a coat of Dr. Fixit Roofseal Ultra sandwich with 45gsm geo-textile over the wet coating while the first coat is still in wet condition. Apply the second coat of Dr. Fixit Roofseal Ultra with an interval if 5-6 hours all over the rainwater outlet. (E) VERTICAL UPSTATND & MECHANICAL FIXTURES: Providing 100mm x 100 mm Square / rectangle upstand of M20 grade concrete or with PMM around mechanical equipment like HVAC, air- conditioning, solar panels. Etc. Apply a self-priming coat of Dr. Fixit Roofseal Ultra and two coats reinforced with 45 Gsm glass fibre mesh without dilution in the interval of 4 -6 hrs. Apply Dr. Fixit PU Sealant at around the junction of fabricated stand inserted and wall mounting mechanical fixtures. (F) WATERPROOFING: Apply one coat of Dr. Fixit Primeseal primer dilute with water in the ratio 2:1 spreading at the rate of 8.0 # 10.0 / Sq.mt / Litre in the SSD condition. Apply 1st coat of Dr. Fixit Roofseal Ultra without dilution spreading at the rate of 0.70/litre/Sq.mt/Coat until all surface is covered. Lay a 45 GSM Fibre glass mesh as a reinforcing material which is incorporated in the coating when the first coat is still in wet condition. Allow the first coat to dry for approximately 4-6 hours before applying the 2nd coat at 90° to the first coat. Ensure there are no pinholes or air bubbles on the membrane surface. Apply second coat of Dr. Fixit Roofseal Ultra without dilution spreading at the rate of 0.70 litre / Sq.mt /Coat to achieve total dry film thickness of 850 to 1000 microns at forced coverage at the rate of 1.40 litre / Sq.mt in 2 coats. Meet and exceeds the ASTM D 6083 - 97a standard specification. Attains a Tensile strength of # 4.00 N/mm2 with 45 GSM glass fibre mesh confirming to ASTM D 412; Elongation at break #300% and crack bridging ability up to 3 mm, Solar Reflectance Index as per ASTM E 1980 # 105, Water permeability @5 bar # Nil as per EN12390 - 8:2019. Air cure the coating for 7 days. System comes with 12 years waterproofing warranty from M/S Pidilite Industries. For vertical surfaces and parapet walls should be enveloped & coated / painted with Dr. Fixit Raincoat Select Waterproof coating system. Note # Coating should be terminated below the drip mould on the vertical surface. Approved material : SIKA, STP, PIDILITE, FOSROC
77	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.
78	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.
79	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 insidebuilding 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.
80	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.
81	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.
82	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.
83	Door Frame- Providing and Fixing factory made uPVC door frame, made of uPVCexturded 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 jointedwith plastic brackets and stainless steel screws, reinforcing hinge sidevertical of the frames with PVC profile of Size 28 mm x 30 mm havingwall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125mm long stainless steel hinges to the frame, fixing the frame with jambwith required number & size of anchor dash fastners, all complete as permanufacturer’s specification and direction of Engineer-in-charge.
84	Sliding Window - Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all corners, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-Charge.Two and half track three panels sliding window with twoglazed & one wire mesh panels with Aluminium channel forroller 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 zincalloy (zamak) powder coated touch locks withhook (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
85	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).
86	Hiring of JCB machine with requisite operator and fuelfor work at site on hourly basis .
87	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.
88	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.
89	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.
90	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.
91	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).
92	Deploying Tractor trolley for 8 hours per day with driver, diesel etc along with 02 labour.
93	Barbed Wire - Fencing with angle iron post placed at required distance embedded incement concrete blockslast but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontalwires, of barbed wire weighing 9.38 kg per 100 m (minimum), between thetwo posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Costof 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 usedWith G.I. barbed wire
94	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 terminalsand 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.
95	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.
96	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
97	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.
98	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
99	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
100	Wiringfortwincontrollightpoint with1.5Sq.MmFRPVCinsulated copper conductorsinglecorecableinsurface/recessedmediumclass PVCconduit,2waymodularswitch,modularplate,suitableGIboxand earthingthepointwith1.5Sq.MmFRPVCinsulatedcopperconductor single core cable etc. as required.
101	Wiringforpowerplugwith 2 x 4 Sq.Mm. FRLS PVCinsulated, copper conductorsinglecorecablein surface/recessedmediumclassPVC conduitalongwith 1 no 4 Sq.Mm FRLS PVC insulated copper conductor single core cable forloopearthing as required.
102	Wiringfor circuit/submain wiring alongwithearthwirewith the followingsizesofPVCinsulated,copperconductorsinglecorecablein surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
103	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
104	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.
105	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.
106	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.
107	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
108	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.
109	Supplyingandfixingfollowingrating,fourpole,415V,isolatorinthe existing MCB DB complete with connections, testing and commissioning : 40 Amps
110	Supplying and fixingfollowingrating, fourpole, (three phase & neutral) 415volts,residualcurrentcircuit breaker(RCCB),havingasensivity currentupto300miliamperes in theexisting MCBDBcompletewith connections, testing and commissioning etc. as required :
111	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 provisionof 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:ØStranded annealed Copper/Aluminum conductorØ XLPE InsulationØ Inner and outer Sheath shall be extrudedØ Inner sheath shall be ST2Ø Steel strip/wire armoredØ Outer sheath of cable shall be FRLS PVC, ST2 TypeØ Voltage grade – 1100 VØ IS-1554 Part ICables on Walls, Structure or Cable TraysCables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cablesupports or fixings such as cleats, saddles, hangers or straps shall be used.Cables Supported on Cable TraysCables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cablesaddles, made of approved material, when run on horizontal or vertical cable trays.TERMINATION AND CONNECTION OF CABLESHeavy 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 TRAYCable 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.
112	Supplyingandfixingfollowingrating,fourpole,415V,isolatorinthe existing MCB DB complete with connections, testing and commissioning : 40 Amps
113	Supplying and fixingfollowingrating, fourpole, (three phase & neutral) 415volts,residualcurrentcircuit breaker(RCCB),havingasensivity currentupto300miliamperes in theexisting MCBDBcompletewith connections, testing and commissioning etc. as required :
114	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 provisionof 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:ØStranded annealed Copper/Aluminum conductorØ XLPE InsulationØ Inner and outer Sheath shall be extrudedØ Inner sheath shall be ST2Ø Steel strip/wire armoredØ Outer sheath of cable shall be FRLS PVC, ST2 TypeØ Voltage grade – 1100 VØ IS-1554 Part ICables on Walls, Structure or Cable TraysCables shall be run on walls, structure or laid on cable trays, as required. Only approved type of cablesupports or fixings such as cleats, saddles, hangers or straps shall be used.Cables Supported on Cable TraysCables shall be secured to the cable trays by means of single fixing type of saddles or adjustable cablesaddles, made of approved material, when run on horizontal or vertical cable trays.TERMINATION AND CONNECTION OF CABLESHeavy 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 TRAYCable 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.

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