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Tender For Addition / Alternation Of Sewage Line And Provision Of Stp Of Capacity 300 Kld At Dmr At Acc And S Ahilyanagar Under Ge(N) Ahilyanagar.; 1 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft / loose soil 2 Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point 3 Excavation over areas not exceeding 1.5 M deep and getting out in soft / loose Soil 4 Excavation over areasexceeding 1.5 M deep and n.exc 3.00M deep and getting out in hard / dense Soil 5 Excavation over areas exceeding 3.00M andnot exceeding 4.50M deep and getting out in hard / dense Soil 6 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft / loose soil. 7 Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil. 8 Excavation in trenches n.exc 1.5M wide and N.exc 3.0 M in depth for foundation etc or for manholes n.exc 10 Sqm on planand getting out in hard/dense soil all as specified and directed by engineer-in-charge 9 Excavation in trenches n.exc 1.5M wide and exc 3.0 M and n.exc 4.50 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and getting out in hard/dense soil all as specified and directed by engineer-in-charge 10 M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all specified and as directed. 11 M&L for Hardcore of broken stone of gauge n exc 63mm deposited, spreaded & levelled in layers n exc 15cm thick including watering and ramming etc complete. 12 M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. 13 M& L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished complete all as specified and directed . 14 M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter 15 M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc 16 M&L forFormwork to sides of pillars, posts, struts, piers,columns and stanchions 17 M&L for Flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar worknot exce 200 mm thick. 18 M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide. 19 M&L for Formwork to chullah hoods, chajjas, troughs and similar items including edge 20 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed . 21 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed . 22 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate Columns,pillars,piers,posts and struts 23 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses 24 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like 25 M&L for RCC (1:2:4) nominal mix type B1 using 20mm graded stone agregate chajja complete all as specified and directed . 26 M&L for Mild steel TMT bars 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 complete all as specified and directed . 27 M&L for Mild steel TMT bars 6mm to 8mm dia, 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 complete all as specified and directed . 28 M&L for Mild steel TMT bars in stirrups, spacers and bindersfor columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed . 29 M&L for type C1 1:3:6 20mm graded aggregate Pre-cast cement concrete block set in CM 1:6 masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete 30 M&L forBrickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed . 31 M&L for Brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:6 complete all as specified and directed . 32 M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 ,finished even and smooth without using extra cement with WPC.Note:- WPC shall be measured & paid seperately. 33 M&L for preparingthe newly plastered or unplastered surfaces and applying one coat of alkali resistance priming paint over two coats of cement based paint . 34 M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 ,finished even and smooth without using extra cement with WPC.Note:- WPC shall be measured & paid seperately. 35 Supply only Integral water proofing compound 36 M&L for rendering 10 mm thick in CM 1:6 over brick surfaces, finished even and smooth without using extra cement all as specified and as directed. 37 M & L applying two coats of OBD over a coat of primer on newly plastered wall surfaces and ceiling over 2 coat of wall care putty preparation of surfaces all as specified and as directed. 38 M&L for preparingthe newly plastered or unplastered surfaces and applying one coat of alkali resistance priming paint over two coats of cement based paint . 39 M&L for preparing new surfaces of wallsand applying twocoat of white wash. 40 M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in soft and loose soil returning,filling in and ramming earth or broken rubble mixed with earth around, removing surplus material n.exc 50 mtr and making good distrubed surface etc complete all as specified and directed by Engineer-in-Charge 41 M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge 42 S&F for Mild steel bolts purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end tobefittedwith washers and one hexagonal or square nut. exc 30cm long Dia of neck in not exceeding 12 mmcomplete all as specified and directed by Engineer-in-Charge 43 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 etc complete all as specified and directed by Engineer-in-Charge 44 Supply only chain link fencing made cut from GI wire 10 gauge and 50 mm apperture weight not less than 3 kg / Sqm etc complete all as specified and directed by Engineer-in-Charge 45 Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking binding cutting etc complete all as specified and directed by Engineer-in-Charge 46 M&L for Preparation of old painted steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint including scafolding at any height complete all as specified and directed by Enggineer-in-charge. 47 M&L for two coats of synthetic enamel paint over a coat of red oxide primer for new / old steel surfaces of any description exc 10 cm width or girth including preparation of surfaces etc complete all as specified and directed by Engineer-in-Charge 48 S& F forGalvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) 49 M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing confirming to Fe - 410-W (Gde E - 250 quality A) complete all as specified and as directed. 50 S & F Rolled Mild Steel Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etcconfirming to Fe 410 - W (Gde E-250)quality-A, 51 M&L 75 mm thick cement concrete type C-2, 1:3:6 (Using 40 mm graded aggregate) finishing cement concrete surface even and smooth without using extra cement as in plinth protection including joints and bitumen filling complete all as spd and directed. 52 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils. 53 M & L for Removing Excavated soils exc 250.00 m and not exceeding 500 m and depositing where directed. 54 M&L for rendering 10 mm thick in CM (1:4) on roof slab top finished even and fair without using extra cement complete all as specified. 55 M&L for cleaning the newly plastered surfaces of concrete (roof etc) with wire brushes and applying water proofing treatment as under :-(i) Checking the roof slab by flooding test with water till total elimination of leakage/seepage/ dampnessall as specified in SSR Part-I (after ascertaining location of leakage/seepage/ dampness, carrying out treatment vide item No. hereinafter of pressuregrouting shall be operated at the required locations). (ii) Brushing surface with neat cement slurry at the rate of 3.00kg of cement per Sqm.(iii) Applying one coat of oil bound bituminous primer @ 0.25 kg/Sq. M (iv) Providing and laying 3mm thick APP modified water proofing membrane weighing not less than 3.5 Kg/Sqm reinforced with non woven polyester mat weighing not less than 160 gm/Sqm all as specified procured from any one of the approved manufactures (v) Apply two coat of solar reflective bituminous aluminium paint @ 0.15 kg/Sqm per coat over membrane over non assesble roof surfaces complete all as per manufactures instructions and as directed 56 M&L 75 mm thick cement concrete type C-2, 1:3:6 (Using 40 mm graded aggregate) finishing cement concrete surface even and smooth without using extra cement as in plinth protection including joints and bitumen filling complete all as spd and directed. 57 M&L 100mm thick Plain Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) floor finish and including 5mm thick of glass strip of partion complete all as specified and as directed. 58 S&F for coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular)each tile 300 x 300mm / 400 x 400 mmin floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including Screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar 1:6 complete all as specified and directed by Enggineer-in-charge. 59 M&L for Glazed ceramic coloured in vertical surface 350x 250x 7 to 8 mm / 450X 350X 7to 8 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match including rendering 10 mm thick in CM 1:4 on fair faces of brick or concrete surfaces ofwall as in backing of skirting and dado all as specified and as directed. 60 M&L for 18 to 20mm thick granite (of any type ) work (table rubbed and polished ) in steps, jambs, pillars, window -cills, cooking platforms and like in cement (1:4) including pointing in wihte cement (1:2) using marble dust with admixture of pigment ot match with shade of granite including moulding or roundingof edges, machine polishing to edge to give high gloss finish complete all as specified. 61 S&F for poweder coated Aluminium framed windows / doors / ventilators any pattern, fixed/side hung/silding using powder coated alluminium sections, of approved make with or with out sash bars suitable for 4mm thick glazing including necessary jointed cleats, mortice lock, glazing all as specified Note-: glazing shall be measured and paid separatly 62 S&F sheet glass ordinary quality 4.8 mm thick not exceeding 0.5 sqm in each pane all as specified and as directed. 63 S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples all as specified and as directed. 64 S & F 2nd 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, complete all as specified. 65 S & F for Mild steel FI as in hold fasts and similar small articles fixed to chowkats, conforming Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge. 66 S & F 35mm thick 2nd class hard wood (kail) plain, framed, panelled door shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of 12mm thick veneered particle board medium density, wood particle board with commercial face veneers, complete all as specified. 67 M&L 30mm thick second class hard wood (Kail) Glazed and Skelton shutters,openrebated and prepared to receive glass, gauge etc ( with out sash bars)edges of framingplain, chamferedor rounded fitted with cut and mitred beads for securing glass etc. size of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (b) supplied and fitted to chowkats complete, all asspecified and directed. 68 M&L mild steel frame work such as grills with ends of barshouldered, welded or forged into spikes conforming to Fe 410-0 or Fe 310-0and taking down old one. 69 M&L for preparation of old painted wood and wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of Synthetic enamel paint (Ordinary tint) including scafolding at any height complete all as specified and directed by Enggineer-in-charge. 70 S&F Solid PVC frame (Single Rebated) of size 60mm x 30mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100 x 8 sheet metal CSK screws complete all as specified and as shown on drawing (Note :- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life) 71 S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, with particle board coare supplying & fixing in frame at site as per specification & drawing on sl. page no. 161 of SSR part II 2010 72 S&F butt hinge, mild steel 100mm long all as specified and as directed. 73 S&F aluminium anodised barred tower bolt of extruded section 200 mm long and fixed all as specified and as directed. 74 S&F extruded aluminium alloy handle fabricated type anodised 150 mm long 75 S&F aluminium anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolt and sliding bolts of extruded sections or cast aluminium alloy 250 mm long and fixed all as specified and as directed. 76 S & F in repairvitreous china wash basin, white back, size 500 X 400 mm x 190 mm , errectingon existing CI brackets including taking down old one alll as specified and as directed. Note: If the mentioned size is not available in the market, the next immediate higher size shall be provided by the contractor. Make of Cera Code : S2040121 or other equvelent in approved make. 77 S&F in Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe waste pipe completeall as specified and as directed. 78 S&F 1000 litres rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top)hoisted and fixed in position including brass gate valve crutch or butterfly handle, polythene float and flynut complete, screwed for iron pipe or PVC ferrule and GI suitable nipple at outlet all as specified and directed. 79 S&F steel water tubes, `meediumgrade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors of 15 mm bore. 80 S&F steel water tubes, `meediumgrade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors of20 mm bore. 81 S&F stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle, screwed both ends for iron pipe 15mm (fancy type chromium plated). 82 S&F in repair 15mm dia chromium plated Fancy Bib taps, cast copper alloy with crutch orbutterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed. 83 S&F in 15 mm bore Fancy typePillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and as directed 84 S&F 10 litres capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and 32mm dia PVC pipe for connect to wc complete all as specified and as directed 85 S&F in in repair vitreous china squatting pan of orrisa pattern, size 580X 440x300 mm white, with integral foot rest P or S trap, completeall as specified and as directed.Make of Cera or others equvelent in parryware and Hindware 86 S&F PVC connections 15mm size with PTMT nuts of length 450mm 87 S & F 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches or in floors. 88 S & F 110 mm bore PVC (SWR) bends of any radius. 89 S & F 110 mm bore PVC (SWR) bends of any radius with access door. 90 S&F for PVC gully trap 125 / 110 mm , setting and jointing with solvent cement 91 S & F 75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints laid in floors or trenches. 92 S&F PVC (SWR)bendsany radius 75mm bore 93 S & F 75 mm bore PVC (SWR) bends of any radius with access door. 94 S & F 75 mm bore PVC (SWR) Vent Cowl 95 S&F mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers 96 M&L for Providing and laying 60mm thick factory made glossy finished chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand (sand cushion), 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;complete all as specified and directedby Engineer-in-Charge. 97 M&L for Providing and laying at or near ground level factory made coloured 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 98 M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) , plinth courses,copings, bed plates,water troughs, hanchings and the like including weathering, slightly rounded or chamfered angles and throating as directed. 99 M & L forprecast cement concrete Type B1 1:2:4(20 mm graded aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesand setting in mortar 1:4 100 M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. 101 M & L RCCpipe NP2 150 mm dialaid in trenches and jointed as specified. 102 S & F RCC Class NP 2, 200 mm bore pipes laid and jointed complete with collars. 103 S & F RCC Class NP 2, 300 mm bore pipes laid and jointed complete with collars. 104 M & L cement concrete 1:3:6type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 150 mm dia bore complete all as specified and as directed. 105 M & L cement concrete 1:3:6type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 200 mm dia bore complete all as specified and as directed. 106 M & L cement concrete 1:3:6type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 300 mm dia bore complete all as specified and as directed. 107 M&L for Cuttingintoexistingmanholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as requiredcomplete all as specified and as directed. 108 Demolition of cement concrete (unreinforced) of any description, in any position, from the foundation of manhole including benching etc complete all as specified. 109 Demolition of Reinforced cement concreteof any description and in any position not otherwise specifically provided for complete all as specified and as directed. 110 Demolition and breaking up drain pipes 150 mm dia(Salt glazed ware, AC or Reinforced concrete) set in cement mortar 111 .-ditto- all as per ser item no 110 above but 200 mm bore pipe 112 .-ditto- all as per ser item no 110 above but 300 mm bore pipe 113 Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, pillars etc. 114 M&L for providing, laying, spreading in layers Bio Media of specific size as a Bio- media filter material as specified and directed by technology provider including all labour, material, loading, unloading, transportation, upto 15 Km. lead, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. 115 M&L for Providing and fixing Jute Kanthan (Tarat) sceen to the scaffolding for external guniting as directed including removing the work is over etc.complete all as specified and directed by Engineer-in- charge. 116 M&L for Plantation work above Bio-Mounds complete all as specified and directed by Engineer-in- charge. 117 Supply and fix Non-clogging Sewage Submersible pumpsets of min flow 12.5 Cum/hr at 9.0 Mt head capacity-02 Nos (1 Working+ 1 Stand by) in Tube Settler Tank with float switch, cabling, fittings & installation complete all as specified and directed by Engineer-in- charge. 118 Supply and fix Non-clogging Sewage Submersible pumpsets of min flow 12.5 Cum/hr at 9.0 Mt head capacity-02 Nos (1 Working+ 1 Stand by) in Equalisation Tank with float switch, cabling, fittings & installation complete all as specified and directed by Engineer-in- charge. 119 Supply and fix Non-clogging Sewage Submersible pumpsets of min flow 12.5 Cum/hr at 9.0 Mt head capacity-02 Nos (1 Working+ 1 Stand by) in Collection Tank -1 with float switch, cabling, fittings & installation complete all as specified and directed by Engineer-in- charge. 120 Supply and fix Non-clogging Sewage Submersible pumpsets of min flow 12.5 Cum/hr at 9.0 Mt head capacity-02 Nos (1 Working+ 1 Stand by) in Collection Tank-2 with float switch, cabling, fittings & installation complete all as specified and directed by Engineer-in- charge. 121 M&L for installation of UPVC Distributary System above BioMounds and Pumping Set to Header Lines complete all as specified and directed by Engineer-in- charge. 122 Supply and Installation of Tube Setller Packing System complete all as specified and directed by Engineer-in- charge. 123 Supply and Installation of Fine Screen complete all as specified and directed by Engineer-in- charge. 124 Supply and Installation of Mechanical Flow Meter 2inch complete all as specified and directed by Engineer-in- charge. 125 Supply and Installation of Control Panel System complete with proper connection with all Electrical equipment and make it functional complete all as specified and directed by Engineer-in- charge. 126 Supply and Installation of CAMUS Cultures and Catalyst; Patent No 414339 METROL Process (Mite Ecology for Treatment of Organic Liquids) complete all as specified and directed by Engineer-in- charge. 127 Design and Project Management Charges• Process Design (Sizing and Specifications) :- 1 Job• GA Drawings as per site :- 1 Job• Bio Media Identification, Testing and Certification :- 1 Job• Routine Supervision during Civil, Media Filling and Installation of Electromechanical Items :- 1 Job• Commissioning & 30 days O&M :- 1 JobNotes : Maintenance & Operation during the Defect Liablity Period ((DLP) of two years deemed to be included in the Quoted Rates. 128 Supply and installation of silent Diesel Engine driven generating set 415 volts, 3 phase 4 wire, engine as per IS:10001/ 10002 and Alternator as per IS: 13364 complete with relay panel and switch gears for automatic starting on main failure, AMFII Contactor Base control panel having meter and sound proof canopy as per CPCB norms and foundation etc. of capacity 58.5 KVA complete all as specified and directed by Engineer-in- charge.Note: PCC platform and shed for Generator set of suitable size are included in above quoted rate. 129 Supply and layingLT UGcable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured , electric power cable (heavy duty) 1100 volt grade with stranded aluminium conductor of size 70 sqmm 3.5 core.Note : Excavation & Earthwork shall be measured & paid seprately under the relevent item of this Schedule. 130 Supply & laying of DWC HDPE pipe ISI mark of outer dia 50 mm polythylene with smooth internal and profiled external surface for non pressure under ground cable icluding coupler and bends etc complete all as specified and directed by Engineer-in-ChargeMake :Supreme / Infra / Astral/Prince/jain irrigation 131 M&L forearthing with galvanised steel earth plate electrode of size 600 x 600 x6mm thick buried vertically in ground not less than 2.25 mtr below ground level with top edge of the plate not less than 1.5 mtr below ground level and connected to GI strip 32x6 mmby means of nuts, bolts and washers and encased in and including 15 dia GI medium grade pipe upt 2.4 mtr height form ground level fixed by MS flat iron clamp 40mm x 5mm with nut, bolt and washers, GI strip fixed to base along pole and connected to over head line for providing earthing to HT pole/feeder AB switch LA complete with charcoal dust, salt packed around plate 150 mm thick including watering GI pipe, medium grade 40 mm dia with blanking cap 1.5 mtr long fixed to funnel with wiremesh complete with PCC chamber and RCC chamber over all as per Electrical Plate No 3 of SSR Part I - 2009 incl excavation and earth work in any type of starta and testing on compeltion. 132 Supply, Installing, commissioning and testingin replacement LT panel board, factory made, out door, cubical type , cubical type, vermin proof, dust proof, water proof made out of 3.15 mm thick CRCA sheet and inner sheet of 2.0mm thick and angle iron frame of size 50x50x5mm inside depth not less than 50 cm and size suitable to accommodate the following accessories, with insulated alluminium busbar 300 Amps capacity, 3 phase, 4 wire system, both sides openable (front and back), locking arrangement with CPRI approved , including cable trench duly painted with power coated with RAL 7032 internally and externally connecting with existing cable with lugs including internal wiring with copper cables of suitable size using lugs comprising the following accessories all as directed.(a)MCCB 100 Amp four polewith Breaking Cap 36 KA-01 No(Incoming)(b) Change over Switch 100 Amps on Load - 01 Nos(c) MCCB, 100 Amps,with breaking cap 25KA- 02 Nos (For Out Going)(d)Multifunction meter digital type)-01 No(e) Phase indication lamps LED type with holder-01 Set(Set of Three) 133 Cutting to existing CI/GI pipe line upto 80 /50/25/20 mm dia for taking connection up to 25 mm dia GI pipe including insertion of CI /GITeecomplete all as specified and directed including Exc & earth Work 134 Supply and lay in trenches/or on wallmedium grade steel water tubing of25 mmbore galvanised with all fittings and joints etc complete for following size :- 135 Supply and fixgun metal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for for 25 mm bore.
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