Tender For Welcome Maintenance Incl Misc Br Nature Works At Offers Md Accommodation At Hill View Qss Quarters Map Quarters Happy Valley And Repair And Replacement Of Deteriorated Flame Proof Under Ge I Gos.; 1 Note:1. Contractor need to purchase minimum 50% of all items mentioned in this CA within 20 days of getting sample approval and kept in custody so that no delay in work due to non-availability of materials will be faced. Contractor should ensure during the cause of work that he has minimum 25% of materials with him till the completion of item/date.2. Contractor should buy the exact items which are given with catalogue reference. Other makes will be approved only by submitting non availability Certificate Company. Contractor need to remove all the dismantled items without delay.3. Rate quoted for demolition/dismantling /taking down is inclusive of removing the same from site and dumping at given locations anywhere inside station.4. If any painting works, contractor need to clean the area and remove the drop marks from floor, doors, windows, sills, inbuilt furniture items etc. otherwise a recovery of Rs 10.00 per sqm in internal paintings and Rs 5.00 per sqm for external paintings will be made from contractor.5. Contractor should maintain separate registers for plumbing and carpenter repair works. Day to day complains should be noted in those registers with SI nos of complaints, location, qty of work, status of complaints and signature of incharge and stamp of the office. Format will be given from AGE B/R Office. Contractor should obtain the signature of incharge on the same day of work. These registers to be submitted to JE (Civ) on every weekend without fail.6. List of complaints will be given to contractor on the first week of every month. Contractor should ensure all the works will be completed within that month itself.7. Contractor should ensure that plumbing complaints resulting in wastage of water should be attended and rectified within 24 hours. Otherwise, a recovery of 25% of corresponding item will be made from contractor.8. Contractor will make his own arrangement to store his items.9. Some places in this contract where the vehicle will not reach the spot directly, the material will be moved manually in these places. The rate quoted will be considered all inclusive on this account.10. All trade skilled labour required in this contract shall be present daily in working hours, irrespective of complaints received.11. Complaint for a similar items may be in scattered / different area, quoted rate will be considered all inclusive on this account. 12. Complaint is not attended by contractor, the penality per day Rs. 1000 will be recovered from payment of the contractor. 2 Taking down chowkhat or frames (without taking off shutters from the frames) not exceeding 1.5Sqm complete all as directed. 3 Taking down chowkhat or frames(without taking off shutters from the frames) exceeding 1.5Sqm but not exceeding 4Sqm each complete all as directed. 4 Taking down shutters of any description from the frames exceeding 1Sqm but not exceeding 2Sqm complete all as directed. 5 S&F, second class hard wood plain solid straight chowkats and frames wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints etc., complete all as specified and directed. 6 S&F, 30mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides and one face is covered with decorative face veneer with lipping complete all as specified and directed. 7 S&F, 30mm thick second class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, gauze, etc., complete all as specified and directed. Note: Sizes of members of shutters as specified in SSR Part I. 8 S&F, in opening solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with mild steel square tube complete all as specified and as directed. 9 S&F, Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frames shall be covered with heat moulded plain colour PVC C channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plaincolour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the mild steel frame welded/ sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement all as specified and directed. 10 S&F, 100mm size stainless steel butt hinges, medium weight complete all as specified and as directed. 11 S&F, 100mm size medium wt cold rolledm mild steel butt hinges, medium weight complete all as specified and as directed. 12 S&F, 200mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed. 13 S&F, 100mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed. 14 S&F, 150mm size, extruded aluminium anodized handles, fabricated type, complete all as specified and as directed. 15 S&F, 300mm long aluminium anodized sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy complete all as specified and directed. 16 S&F, 150mm long (overall length of cover plate) floor door stopper of aluminium alloy body and tongue, anodized, with hard drawn steel spring, fixed in floor complete all as specified and directed. 17 S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded 18 All as per item No.16 above, but without glazing bars 19 S&F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, fixed complete all as specified and directed. 20 Demolition of cement concrete (unreinforced) in ground floor and pavings n.exc 15cm thickness (below or above ground level) complete all as directed by EIC. 21 M&L, 30mm thick PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in flooring, finishing the surface even and smoothincluding necessary formwork complete all as specified and directed. 22 M&L, 100mm thick PCC 1:2:4 type B-1 in flooring using 20mm graded stone aggregate finishing the surface even and smooth without using extra cement including necessary formwork complete all as specified and directed. 23 Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings all as specified and directed. 24 M&L for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed. 25 M&L for Pre- painted galvatume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed. 26 S&F Steel work in tubular trusses / purlines including special shaped washer etc. complete using ERW or includingbutt welded tubes conforming to I. S.1161-1979 grade St.-240 27 S&F for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors, gates, ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 all as specified and directed. 28 S&F MS Plates as in repaires (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of grade FE 410 29 M&L, preparing new or previously untreated steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chromeprimer including preparation ofsurfacescomplete all as specified and as directed. 30 M&L, preparation of old painted wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. 31 M&L, preparation of old painted steel surfaces of any description, over 10cm in width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and as directed. 32 Dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing the rubbish off the premises all as specified and directed. 33 M&L, Chequered cement concrete tiles 20cm x 20cm x 25mm thick, with grey cement and pigment set, jointed and pointed in neat cement slurry in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile over and including screed bed or bedding layer 15mm thick in cement mortar 1:4 complete all as specified and as directed. Note: Shade, design/pattern of tiles shall be as approved by GE 34 M&L welding in repairs not exc 2.5cm in length not exc 6 mm thick 35 M&L welding in repairsexc 2.5cm not exc 5.0 cmin length not exc 6 mm thick 36 M&L for preparing old decorated plastered or unplastered surfaces of walls and applying one coat of white wash, complete all as specified and directed. 37 Demolition of brickwork or stone masonry including all quoins, arches, pillars, etc., built in cement mortar complete including disposal of debris all as directed. 38 M&L, brickwork with using old sizeFlyash bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed. 39 M&L, half brickwork with Flyashbricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed. 40 M&L, 15mm thick rendering in cement mortar 1:4, on fair faces of brick or concrete surfaces, in any height, finished even and smooth without using extra cement complete all as specified and directed. 41 M&L, preparing newly plastered surfaces of walls and ceilings applying threecoats ofwhite washing including preparation of surfaces complete all as specified and as directed. 42 Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion of concrete, brick masonary and making good disturbed ground all as specified and directed. 43 Excavating in post holes (or similar holes)in hard/dense soil, each n exc 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed. 44 M/L cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundation for posts etc, incl formwork if required complete all as specified 45 Dismantling of fencing wire mesh of any type complete all as specified and as directed 46 Supply only Chain link MS galvanised fencing, any size or type complete all as directed. 47 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and directed 48 S&F mild steel work as in posts and struts in fencing including cutting top to shape as direct, drilling holes, notching for wire etc,. flat iron fillets (for securing wire mesh etc.) incl all necessary drilling, bolting or reveting,etc and similar work conforming to Fe410-0 or Fe-310-0 all as specified and directed. 49 Mild steel screw bolts (Machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 Cm long but not exceeding10 cm long , 5 to 10mm dia of neck as specified and directed. 50 M&L for Cement concrete Type D2 1:4:8 (40mm graded aggregate) as in foundations, filling and mass concrete 51 Material and labour PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in copings. 52 M & L 100 mm thick Cement concrete type B2, 1:2:4 (using 40 mm graded granite stone aggregate) in Path,hard standing finishing the surface even and smooth without using extra cement complete all as specified. 53 M&L 75mm thick PCC 1:3:6, type C-2 (40 mm graded agg) as plinth protection and similar work complete all as directed. 54 M&L sand filling under floors of interlocking tiles including watering and consolidation complete. 55 M&L, 100mm thick PCC 1:4:8 type D-2 in sub base using 20mm graded stone aggregate finishing the surface even and rough including necessary formwork complete all as specified and directed 56 M&Lmachine pressed precast concrete with grey cement and pigmentinterlocking paverblock anyshapeand size confirming to IS-15658- 2006 of 60 mm thickness M 35 grade with gray cement all as directed. 57 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 5 mm), including making drainage opening wherever required complete all as specified. 58 S&F Providing and fixing factory made uPVC white colour Sliding window Three track made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm). Window profile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67mm). Sliding mesh Sash (42mm x 57mm) Sliding interlock (One vertical length in each shutters) (45.5mm x 28mm), Glazing bead (24.5mm x 16mm) will be miterd cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2+ -0.2mm thick galvanised steel Frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware [Touch Lock of zinc alloyed (white powder coated), steel roller system. 4mm thick glazing with plain glass ,Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories. (Note: The unit rate quoted by contractor includes all other connected accessories. Net Opening will be measured lor payment purpose.) (A) Area not exceeding 2.00 sqm each 59 S & F Factory made single extruded WPC(Wood Polymenr Composite) solid door/window/Ceosetory windows and other Frames/chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk)and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated witgh miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame densityy of 750 kg/cum, screw withdrawal strength of 2200 N (Face) and 1100 N (Edge), miimum compressive strength of 58 N/mm2, modules of elasticity 900N.mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of requred dia and length complete as per direction of Engineer-in-charge. (M.S hold fast/lugs or SS dash fasteners shall bne paid for separately) manufacturers instructions and as directed by Engineer-in-Charge. 60 S&F Factory Made single extruded WPC (Wood polymer composite) solid decorative type flush door shutter of 30 mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powedr/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face ) and 900 N (Edge), minimum compressive strength 50 N.mm2, modulus of elasticity 850 N.mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hings of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-Charge. 61 M&L, making good under cills or over arches, lintels andbressummers including all pinning when necessary in cement mortar 1:4 finished to match with the existing work complete all as directed. 62 S&F, 4mm thick sheet glass, plain, ordinary quality and glazing with oil putty in square not exceeding 0.5sqm in each pane complete all as specified and as directed. 63 S&F in repairs, stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or stainless wire staples complete all as specified and as directed. 64 M&L Mild steel roundbars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-W (Gde E 250) Quality Aor Fe-290 (Gde E-165) 65 Supply only PVC coated Chain link fencing of size 75 mmx 75 mm (Electriplating GI 2.5mm wire + 1.5 mm PVC Coating) 4 mm wire dia after PVC coating. 66 M&L Surfaces of any description, n. exc 10cm in width or girth and preparation of new untreated steel surfaces and applying two coats of synthetic enamel paint over a coat of Red oxide zinc chrome all as directed by Engineer-in-Charge. 67 Dismantiling of mild steel work of any description not other wise provided for completed all as directed. 68 S & F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 290 Gde E-165 69 Replacement of existing MS ladder in UG sump with FRP wall supported ladder of length 15m, width of ladder 400mm, rungs distance 300mm, SS 304 clamps, Minimum load capacity 135Kg, conforming to OSHA type 1A standards complete all as specified and directed 70 Supply, install, testing and commissioning in replacement 5No. digital water level indicators including sensors, 8 core cable, PVC water pipes, pipe coupling, HDPE pipe, excavation and making good the excavated area, taking down old unserviceable digital water level indicators and mechanical water level indicators, connected wiring and accessories complete all as sepcified and directed 71 Taking out unserviceble Earthing from Sub stns, M&L for earthing complete with galvanized steel earth plate electrode of size 600mm x 600mm x 6mm thick, buried directly in ground vertically to a depth not less than 2.25 Mtr below ground with top edge of the earth plate not less than 1.5 mtr below normal ground level, Earth plate shall be connected with double bolts, nuts, check nuts & washers, to & including32x6 mm galvanized iron strip as earth lead, extended upto 7.5 m or upto test terminal point, drawn through 40mm dia light grade GI pipe for protection of galvanized iron strip in the ground, further connecting with suitable size of earth strip to LT Panel, Transformer, DBs etc., including excavation, earth work, magnesium sulphate-50 Kg and charcoal in alternate layers on all sides sorrounding the earth plate, bentonite-25 Kg clay mixed withwater and loomy soil sorrounding the plate on all sides, all as specified, PCC chamber, RCC cover slab, watering pipe 20mm dia bore med. grade, wire net, funnel etc. & testing on completion all as specified in plate No.3 of SSR Pt-I, including breaking and removing the old unsv earth materials complete all as specified and as directed. Note :- Excvation earth work and GI strip upto 7.5 mtr incl in the job. 72 M&L in replacement for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required with 32x6mm galvanised iron strip all as specified and directed 73 Supply and fix in repair Low intensity Type-B Aviation obstruction lights,steady red colour, LED based,Input operating AC voltage 150V to 270V, Intensity 32Cd, IP65, Power consumption not to exceed 5W, chassis to be die casting of Aluminium alloy LM6, UV stabilized polycarbonate optical lens,operating temperature -10 to +60 deg c, life not to be less than 1,00,000hours, conforming to IEC 61000-6-4-2001/BS800 complete all as specified and directed by Engineer-in-charge 74 Suppy and fixing 3X4ft notice board, pinup type, velvet blue fabric pasted on 8mm soft board with laminate backing and durable Aluminium channel frames on all four sides with chrome coated corners and suitable provision for hanging complete all as specified and directed by Engineer-in-charge 75 Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft / loose dense soil, including removal ofBushes, grass, weeds, shrubs alongwith roots etc. and cleaning of all the area surrounded Pump house, UG Sump & OH Tank, valve chambers, treating the area by spraying anti vegetarian growth chemicals, including taking away all the waste from site and burning all as directed. 76 Materials and labour for taking out old, broken unserviceable MS sheet cover, frame etc. from top of the roof of under ground water sump with MS channel base square/circular type of size and shape as per site requirement including providing of new cover made out of 5MM MS sheet cover with 40cm x 40cm x 6mm angle iron base frame including painting with two coats of synthetic enamel black paint over a coat of red oxide primer complete with locking arrangements and locks and neccessary PCC works (as required at site) complete all as specified and as directed . 77 Supply & fix, in repairs, Flat Cable PVC insulated & sheathed, multi-stranded copper conductor, water proof suitable for submersible pumpset, 3 core 4 Sqmm complete all as specified & as directed by the Engineer-in-Charge. Make: Finolex/RR KABEL/HPL/Indo-Asian. 78 Taking out the existing pump starter panel Supply and fixing of Submersible Pump Controller suitable for 3 to 5 HP submersible pump, In Sheet Enclosure mounted on 2Nos. of 1.2m long, 40x40x5mm size angle iron stand duly grouted in PCC 1:4:8, 415V, 50Hz, 3 phase, Conforms to IS/IEC 60947-4-1 & IEC 60947-4-1, with Protections - Overload, Single Phasing, Phase reversal, Phase imbalance Auto Restart Feature Vibration proof enclosure with IP54 protection class, Indications Offered - ON/OFF, Voltage and Ampere all as specified and as directed by Engineer-in-Charge. Make: L&T, Model:MU-G6 DOL starter or equivalant in GE / Siemens /Havells/Schneider. 79 All as per item above here-in-before but Submersible Pump Controller suitable above 5 HP upto 7.5 HP pump.Make: L&T, Model:MU-G10 DOL starter or equivalant in GE / Siemens /Havells/Schneider. 80 De-silting of accumulated soil from Borewell 150 MM dia & depth up to 100 Meter by using air compressor / special equipments for atleast 12 Hrs, all as specified & as directed by Engineeer-in-charge. Note: The rate shall be inclusive of hiring of Air compressor / special equipment, fuel required, tools & Accessories including transportation & skilled men power to execute the work. 81 Taking down unserviceable star delta starter from the existing panel board and Supply and fix new fully Automatic star delta starter suitable for upto 15 HP motors with suitable relay range and single phase protecion. Make:L&T/BCH/ABB. 82 Taking down unserviceable star delta starter from the existing panel board and Supply and fix new fully Automatic star delta starter suitable for 15.0 to 25 HP motors with suitable relay range and single phase protecion. Make:L&T/BCH/ABB. 83 S & F in replacement of MCCB 3 pole , 415 Voltof 25 to 100 Amp with breaking capacity 16 KA complete for motor protection and panel with suitable thermal release range in suitable enclosure. Make L&T 84 S&F Pressure gauge 100 mm dia 0-100 PSI with CP Brass Valve of 3/8 in dia including taking out existing unsv Pressure gauge complete all as specified and as directed.Make:Wika/Micro or equivalent as approved by GE. 85 S&F Pressure gauge 100 mm dia 0-60 PSI with CP Brass Valve of 3/8 dia including taking out existing unsv Pressure gauge complete all as specified and directed. Makes: Wika/Micro or equivalent as approved by GE. 86 S&F CI NRV with by pass arrangement of size 80mm dia flanged type, including replacement of gasket, nut, bolts, washers etc. and taking down existing unserviceable NRV complete all as specified & as directed by the Engineer-in-Charge. Make: Kirloskar/BIR/SIR. 87 S&F CI NRV with by pass arrangement of size 100mm dia flanged type, including replacement of gasket, nut, bolts, washers etc. and taking down existing unsrviceable NRV complete all as specified & as directed by the Engineer-in-Charge.Make: Kirloskar/BIR/SIR. 88 Repair/Construction of valve chamber having inner dimension 1000 x 1000 x 1000 mm (suitable for 80mm to 200mm sluice valves & reflux valves) with PCC 1:4:8 type D2 for foundation, brick work wall in cement mortar (1:4), PCC 1:2:4 type B1 for coping, rendering plaster in CM 1:4, 15 mm thick including provision of MS Sheet top cover 3mm thick with welding of MS angle iron of size 25mm x 25mm x 4 mm at edges and in diagonal and angle iron base frame of 50 x 50 x 6 mm, painting with two coats of synthetic enamel paint over a coat of red oxide primer on iron surfaces, lime wash on internal and external cement surfaces and locking arrangements including demolition of the existing chamber, necessary excavation and earth work complete all as specified and as directed. 89 Preparation of old plastered outer surfaces of walls of OH reservoir and applying one coat of cement based paint of tint as existing and preparing old steel surfaces of any description of exposed pipe lines of RCC over head reservoir and applying one coat of synthetic enamel paint of color as per color coding complete all as specified and as directed for the following capacity of over head tanks:- 90 (a) 50,000 Glns capacity, with staging at a height of approx. 18M. 91 Make : (a) Cement based paint -Snowcem or as approved by GE. Synthetic enamel paint : Asian/ Berger /JN (1st Quality only as approved by GE). 92 Taking down existing unsv electrical meters, S&F VAF meter suitable for three phase all as specified and as directed by the Engineer-in-charge. Make:Conserve /AE/L&T. 93 Taking down existing unsv Ammeter and supply and fix new Ammeter 0- 50 Amps range all as specified and as directed by the Engineer-in-charge. Make:Conserve /AE/L&T. 94 Scraping of old paints from pump and motor of capacity upto 5 HP and applying two coats of synthetic enamel paint with sky blue colour and writing SM/MES No with white paint all as specified & as directed by the Engineer-in-Charge. 95 All as per Ser item No. 91 here-in-before but for pump and motor above 5.0HP and upto 15 HP complete all as specified & as directed by the Engineer-in-Charge. 96 All as per Ser item No. 91 here-in-before but for pump and motor above 15.0 HP and upto 30 HP complete all as specified & as directed by the Engineer-in-Charge. 97 Scraping of old paints from Sluice valves, NRVs of sizes 50/80 mm dia and applying two coats of synthetic enamel paint as per colour coding complete all as specified & as directed by the Engineer-in-Charge. 98 Scraping of old paints from sluice valves, NRVs of sizes 100mm to 250 mm dia and applying two coats of synthetic enamel paint as per colour coding complete all as specified & as directed by the Engineer-in-Charge. 99 Scraping of old paints from submersible pumping set panel board including angle iron frame and applying two coats of synthetic enamel paint of colour coading complete all as specified & as directed by the Engineer-in-Charge. 100 Rewinding of electricalmotor by taking out burnt copper winding from stator, cleaning the casing & slots with wire brush & washing with water under pressure, cleaning with CTC, dried and rewinding the motor using same gauge of insulated copper wire as existing & making the winding leak proof by applying warnish, drying etc. and re-connecting at its original position of capacity of motor upto upto 4.0 HP including testing of motor after installation for satisfactory functioning/running all as specified and as directed by the Engineer-in-charge. 101 All as per Ser item No. 97 here-in-before but for motor of capacity above 4.0 HP upto 7.5 HP complete all as specified and as directed by the Engineer-in-Charge. 102 All as per Ser item No. 97 here-in-before but for motor of capacity above 7.5 HP upto 12 HP complete all as specified and as directed by the Engineer-in-Charge. 103 All as per Ser item No. 97 here-in-before but for motor of capacity above 12 HP upto 20 HP complete all as specified and as directed by the Engineer-in-Charge. 104 Servicing and maintanance of water purification Dosing system of capacity 2.5 LPH alongwith controll panel including replacement of minor parts up to Rs- 3000/- all as specified and as directed by the Engineer-in-charge 105 Supply and fix in replacement of MS chequered plates(with 2 paint coats of red oxide ),5mm thickness of sizes suitable for cable trenches, near pumps and LT panels complete all as specified and directed (Fe 410-W, Quality A grade) all as specified and directed 106 Construction of valve chamber having inner dimension 750 x 750 x 750 mm (suitable for gate valve upto 50mm) with PCC 1:4:8 type D2 for foundation, brick work wall in cement mortar (1:4), PCC 1:2:4 type B1 for coping, rendering plaster in CM 1:4, 15 mm thick including provision of MS Sheet top cover 3 mm thick with brazing of MS flat of size 25 mm x 4 mm at edges and in diagonal and angle iron base frame of 40 x 40 x 5 mm, painting with two coat of synthetic enamel paint over a coat of red oxide primer on iron surfaces, lime wash on internal and external cement surfaces and locking arrangements including demolition of the existing chamber, necessary excavation earth work complete all as specified. 107 Construction of valve chamber having inner dimension 600 x 600 x 600 mm (suitable for gate valve upto 50mm) with PCC 1:4:8 type D2 for foundation, brick work wall in cement mortar (1:4), PCC 1:2:4 type B1 for coping, rendering plaster in CM 1:4, 15 mm thick including provision of MS Sheet top cover 3 mm thick with brazing of MS flat of size 25 mm x 4 mm at edges and in diagonal and angle iron base frame of 40 x 40 x 5 mm, painting with two coat of synthetic enamel paint over a coat of red oxide primer on iron surfaces, lime wash on internal and external cement surfaces and locking arrangements including demolition of the existing chamber, necessary excavation earth work complete all as specified. 108 Supply and fix CI sluice valve confirming toIS-14846 with iron wheel head, rating PN 1.6, Steel spindle, bolts and nuts, rubber or fiber board gaskets, including taking outold unserviceable CI Sluice valve from existing position by opening the nuts, bolts, jointing rings etc., complete all as specified and as directed by for the following sizes:- 109 80 mm dia bore 110 100 mm dia bore 111 150 mm dia bore 112 200 mm dia bore 113 Preparation of old plastered outer surfaces of walls of OH reservoir and applying one coat of cement based paint of tint as existing and preparing old steel surfaces of any description of exposed pipe lines of RCC over head reservoir and applying one coat of synthetic enamel paint of color as per color coding complete all as specified and as directed for the following capacity of over head tanks:- 114 (a) 100,000 Glns capacity, with staging at a height of approx. 18M. 115 Supply and lay MS Pipe of size 80 mm to 200 mm as required at the site including welding and all ther fittings like flanges,bolts etc.,
