Tender For Provision Of Solid Waste Management Plant At Leimakhong Under Ge 869 Ews; 1 Structural design and drawings for RCC framed Building with steel roof truss for solid waste management plant complete all as directed.Note: (i). The design shall confirm to latest IS: 1893, IS: 4326, IS: 13920, IS: 456, SP: 34 and other relevant IS: codes as mentioned in PS.(ii). The structure shall be designed considering the seismic Zone V.(iii). Structural analysis and design shall be done on latest version of STAAD.(iv). Structural design shall be got vetted from any IITs/NITs.(v). Contractor shall discussed the concept design with SO-I (Design) / Director (Design) of HQ Cheif Engineer Shillong Zone before finalisation of structural design.(vi). M30 grade of RCC shall be used in Building construction.(vii). Foundation shall be designed as per the SBC of the soil at the location of construction.(viii). Contractor shall execute the work as per the vetted structural drawing only after approval from Accepting Officer and various items to execute the building work shall be measured and paid under respective items of BOQ. 2 Mobilization / Transportation, errection and dismanling of all required equipment after completion of soil investigation at proposed site including deployment of personal for effective soil investigation complete all as directed. 3 Boring 150 mm dia hole at various locations up to 15 m depth as shown by Engineer-in-charge in any type of soil but excluding rock including collection of undisturbed and disturbed samples as per clause 7.2 of IS 1892 -2021 and conducting standard penetration test at an interval of 1.50 m or on change of starta. Additional SPT shall be carried out at the termination depth and conducting the following lab test:-(i) Recording of water table and taking cognigence of maximum water level during monsoon.(ii) Liquid limit and plastic limit.(iii) Sieve analysis and index properties(iv) Natural moiture content(v) Bulk density and dry density(vi) Direct and triaxial shear test(vii) Unconfined compression test(viii) Consolidation test(ix) Specefic gravity test(x) DFS test(xi) Chemical test(xii) Test for free swell index(xiii) Organic impurity test(xiv) Hydrometer AnalysisNote: Depth of bore hole to be decided based on type / depth of foundation recommended by soil consutant. 4 Submission of soil investigation report duly vetted by any IITs / NITs or Govt Engineering colleges comple all as directed.Note:(i) Following points to be included in SSI report (comprehensive, appropriate data / information may be added as per requirement:-(a) Introduction(b) Objectives of the Geo technical investigation(c) Details of the proposed structures(d) Site conditions(e) Field investigations(f) Laboratory test results(g) Soil profile(h) Allowable bearing capacity based on N values, c-ф value and permissible settlement with sample calculations. Complete calculations shall be submitted in soft copy in the same CD containing the SSI report.(j) Liquefaction analysis with calculations.(k) Foundation alternatives duly tabulated building wise. In case of pile foundation lateral capacities of pile to be calculated with minimum M-30 grade of concrete.(i) Clear recommendations duly vetted by IIT/NIT/Govt Engineering college. A table showing building name, BH No., depth and co-ordinate of the BH corrected SPT N values and the recommended SBC and clear recommendation for depth and type including any required soil improvement matching with the site plan should form part of the recommendations.(m) Annexure including bore logs, c-ф value and indicated for BHs, likelyhood of water logging at site must also be checked.(ii) If the soil / water has high (more than permissible) contents of sulphte, chlorides or any other deleterious material, the same should be brought out and appropriate recommendation be offered. The required chemical analysis need to be undertaken for the same.(iii) All relevant IS code on the subject should be followed and mentioned at appropriate places. 5 Surface excavation n.exc 30 cm deep & averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and directed. 6 Excavation over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. 7 Excavating in post holes (or similar holes) each n exc 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cmsoft and loose soil complete all as specified and directed. 8 Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. 9 Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out hard / dense soil complete all as specified and directed. 10 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. 11 Removing excavated material (soil) n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting pointcomplete all as specified and directed. 12 M&L for PCC (1:3:6) Type B2 using 40 mm graded crushed stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed.Note: (i) Sand shall be obtained from Dimapur. 13 M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in foundation,filling and mass concreteetc complete all as specified and directedNote: (i) Sand shall be obtained from Dimapur. 14 M&L for PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregate) as in surface channel and drain complete all as specified and directedNote: (i) Sand shall be obtained from Dimapur. 15 Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and directed. 16 M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation,filling and mass concreteetc complete all as specified and directedNote: (i) Sand shall be obtained from Dimapur. 17 M&L for Plain Cement Concrete (1:2:4) type-B0 using 12.50 mm graded crushed stone aggregate as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork complete all as specified and directed.Note: (i) Sand shall be obtained from Dimapur. 18 M&L for formwork to sides on concrete foundation, footings, beams, bases of columns flat for rough finish complete all as specified and directed. 19 M&L for formwork to sides of pillar, column fair finished surface of concrete complete all as specified and directed. 20 M&L for brick work with sub-class B old size bricks of class designation 75, straight or curved on plan exc. 6m mean radiusbuilt in CM (1:6) completeallas specified and directed.Note: (i) Sand shall be obtained from Dimapur. 21 M&L for Hardcore of guage Broken stoneor boulders n exc 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. 22 M&L for sand fillingn exc 75 mm, deposited, spread and levelled in layer complete all as specified and directed.Note: (i) Sand shall be obtained from Dimapur. 23 M&L for Polythene film, black, 50 micron laid in floors complete all as specified and directed. 24 M&L for75 mm PCC (1: 4 :8) type D2 using 40mm graded crushed stone aggregate as in sub base of floor complete all as specified and directed. Note: (i) Sand shall be obtained from Dimapur. 25 M&L for100 mm thick PCC (1: 4 :8) type D2 using 40 mm graded crushed stone aggregate as in sub base of floor complete all as specified and directed. Note: (i) Sand shall be obtained from Dimapur. 26 M&L for100 mm thick PCC (1: 2 :4) type B2 using 40 mm graded crushed stone aggregate as in hard standing complete all as specified and directed. Note: (i) Sand shall be obtained from Dimapur. 27 M&L for 40 mm thick plaincement concreteM20 grade Nominal mixusing 20 mm graded crushed stone aggregate as in flooring complete all as specified and directed..Note: (i) Sand shall be obtained from Dimapur. 28 M&L for RCC M-25 Design Mix using 20 mm graded crushed stone aggregate in 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.Note: (i) Sand shall be obtained from Dimapur. 29 M&L for RCC M-25 Design Mix using 20 mm graded crushed stone aggregate incolumns, pillars,piers,posts and struts etccomplete all as specified and directed.Note: (i) Sand shall be obtained from Dimapur. 30 S&F Glass dividing strip 3 mm thick and width of strip 38 mm complete all as specified and directed. 31 M&Lforrendering10 mm thickin CM(1:6) on fair face of brick work or concrete surfaces finishedevenand smoothwith out using extra cement completeall asspecified and directed.Note: (i) Sand shall be obtained from Dimapur. 32 M&Lforrendering15 mm thickin CM(1:4) on fair face of brick work or concrete surfaces finishedevenand smoothwith out using extra cement completeall asspecified and directed.Note: (i) Sand shall be obtained from Dimapur. 33 M&L for rendering (10+5) mm thick on fair faces of brick work in cement mortar (1:4) in two layers using water proofing compound at top layer @2% by weight of cement or as per manufacture instruction and finished even and smooth without using extra cement complete all as specified and directed. Note: (i) Sand shall be obtained from Dimapur.(ii)WPC shall be measured and paid separately as supply only under respective item 34 Supply only integral water proofing compound ISI marked complete all as specified amd directed. 35 M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of alkaline resistant primer complete all as specified and directed. 36 M&L for preparation of surfacesplastered or unplastered new surface on wall and applying two coats of coloured washover a coat of white wash complete all as specified and directed. 37 M&L for structural steel work in Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe 410-W (Grade E-250) quality-A complete all as specified anddirected. 38 S&F 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; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. 39 S&F Mild steel plates, plain or chequered, 5 mm thick or over in thickness in available sizes complete all as specified and as directed. 40 S&Fwelded steel wire fabricnot exceeding4 kgper Sqmto wood or steel membercomplete all as specified and directed. 41 M&L for preparation of new or previously untreated steel surfaces of any description not other wise described over 10 cm with or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 42 S&F 300 mm long Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12 mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified and directed. 43 S&F 150 mild steel barrel tower blots, stove enamelled black, with bright bolt and fixed and fixedsection barrel tower bolts complete all as specified and directed.. 44 S&F 125 mm size mild steel pressed handles, oval type, stove enamelled black complete all as specified and directed.. 45 S&F 100 mm size Butt hinges, heavy weight, cold rolled mild steel complete all as specified and directed. 46 S&F Pre- painted galvalume aluminum zinc coating GI based semi corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws complete all as specified and directed. 47 S&F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws as specified. 48 M&Lfor 75 mm thick cement concrete(1:3:6) type C2 using 40 mm graded crushed stone aggregate as in plinth protection including finishing cement concrete surfaces even and smooth without using extra cement complete all as specified and directed.Note: (i) Sand shall be obtained from Dimapur. 49 M&L for forming Contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound grade A or bitumen mastic complete all as specified and dorected. 50 M&L for forming 12 mm thick expansion joints filledwith pre-formed bituminous filler 30 mm primed and sealed with sealing compound, Grade ‘A complete all as specified and directed. 51 Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed. 52 M&L for Continuous brick edging with verticallywidth equal to the depth of the brick, laid dry, on end vertically with bricks of sub class B (Old size bricks) complete all as specified and directed. 53 M&L for Mild steel work in fencing posts including cutting top to shape, drilling holes for wire etc flat iron fillets ( for securing wiremesh ) including all bolting or riveting etc and similar works conforming to Fe490 gde E165 complete all as specified and directed. 54 S&F Galvanised. 2 strand, steelbarbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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. complete all as specified and directedNote: Each row of wire shallbe measured. 55 M&L for Mild steel screw (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, exc 15 cm long but n exc 5 cm long of 12 mm dia complete all as specified and directed. 56 M&L for TMT bars 10 mm 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 MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. 57 M&L for TMT bars 8 mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. 58 S&F 25 mm bore GI tubing medium gradewith all fittingsfixed to walls and ceilings or laid in floors complete all as specified and directed. 59 M&L for point wiring surface type with two single core 1.5 Sq mm (nominal area) FRLSHPVC insulated and unsheathed,multi-stranded, copper conductor cable in and including suitable size stove enamelled steel conduit over surface and fittings of medium grade including pressed steel / PVC terminal switch boxes fitted with chromium plated brass screws & washersand1.5 Sqmm nominal cross sectional area multi stranded copper conductor FRLSH PVC insulated unsheathed earth wire and connection to earth dolly with brass screws, washers for one light point / one exhaust fan point controlled by oneway switch completeall as specified and directed. 60 All as per serial item No. 59 above but for one socket outlet 3 pin 5 Amps socket outlet onindependentboard 61 All as per serial item No. 59 above but for one socket out let 3 pin 5 Amps on same board 62 M&L for point wiring for power point surface type with two single core 4 Sq mm (nominal area) FRLSHPVC insulated and unsheathed,multi-stranded, copper conductor cable in and including 20 mm dia or higher size stove enamelled steel conduit over surface or concealed and fittings of medium grade including pressed steel / PVC terminal switch boxes fitted with chromium plated brass screws & washersand4 Sqmm nominal cross sectional area multi stranded copper conductor FRLSH PVC insulated unsheathed earth wire and connection to earth dolly with brass screws, washers completeall as specified and directed. 63 M&L for Sub main wiring for DBs / power points with 2 single coreof 4 Sqmm nomonal cross sectional area multistranded copper conductor FRLSH cable PVC insulated unsheathed 1100 Volts grade drawn in and including suitable size of stove enamelled steel conduit in surface or concealed including 4 Sqmm nomonal cross sectional area multistranded copper conductor FRLSH cable PVC insulated unsheathed 1100 Voltsas continuos earth wirecomplete all as specified and directed. (Note : 2 runs of 4 sqmm cable, 1 run of 2.5 sqmm single core copper cable and 1 run of stove enamelled steel conduit shall be measured as single run). 64 S&F switch piano flash type , single pole, 5/6 Amps, one way complete all as specified and directed. 65 S&F switch socket combination 2 in 1 multiperposes 5 pin 6 Ampsflash type , controlled by one switch complete all as specified and directed. 66 S&F switch socket out lets2 in 1 , 5/6 Amps,flash type , 230/240 Volts complete all as specified and directed. 67 S&F switch socket combination 5 in 1 , 6 pin , 5/16 Ampsflash type , controlled by one switch complete all as specified and directed. 68 S&F ceiling rose polycarbonate 65 mm x 3 mm two to three terminal suitable for 230 V AC 6 Amps complete all as specified and directed. 69 S&F building security light fittings high-quality group control enabled integrated LED Building security Light with a minimum system lumen of 3000 lm and system wattage not exceeding 25W with a nominal system efficacy of 135 lumen/watt. The LED used shall have CCT of 5700K, SDCM ≤ 5 and CRI≥70. The housing should be made of LM6/ADC12 Alloy, non-corrosive Single Piece pressure die-cast aluminum, to withstand extreme environments. The spigot shall be part of “Single Piece Pressure Die-cast housing” & shall not be bolted to the luminaire housing to ensure robust design. The name of the brand should be embossed/engraved & should not be mentioned using sticker/screen printing. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. The luminaire LED shall have declared Lifetime of 75K hours@L70. The product should be designed for continuous operation (10-12 Hrs. per day). The Ingress protection should be minimum IP66 & impact resistance shall be IK10.Control gear compartments shall be Top maintainable without accessing/opening the optical compartment. The Luminaire should have a minimum 20 KV/10KA SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e. Total of 45 hits across all the three modes as per IEEE 62.41.2. The luminaire should be of Class B Serviceability. The LED used in the luminaire shall be SMD type only & shall be from either Lumileds, Osram, Nichia, Cree & APT Electronics make or equivalent. The Driver should be asphalt potted & should be a BIS approved driver. The driver shall have operating voltage of 120V to 270V, PF≥0.95 @ full load, THD≤10% @ full load. The driver should be capable of withstand voltage stress of 440V for 8 Hrs., should have an auto shutdown @ 325V(±15V) and have an auto recovery feature. The driver shall comply to IEC61547 & IEC 61000-3-2.The luminaire driver & it’s SPD shall be of the same make/manufacturer as that of LED luminaires.Luminaire manufacturer must have In-house NABL accredited lab to conduct LM79, Type test as per IS10322 & FAT before dispatch as per IS 10322. The contractor must submit the NABL accreditation certificate for Luminaire manufacturer along with sample approval. The LED Luminaire & its driver both should be BIS registered. contractor shall submit the following reports before supply of material for approvals: LM79 issued by NABL accredited lab, LM80 issued by LED manufacturer, Type Test report for luminaire as issued by NABL accredited lab, RoHS compliance issued by LED luminaire manufacturer, BIS certificate for LED Luminaire & Driver and including 1.2m long 32mm dia GI pipe light grade bend to shape and fixed using two nos clamps fabricated using MS Flat iron 40x5mm including necessary nut bolts and washers and making electrical connection using 1.5sqmm, 3 core multi-stranded copper conductor PVC insulated and over all PVC sheathed cable form light fitting complete all as specified and directed 70 Supply, Installation, testing intregral LED 4ft luminaire of CRCA housing and PC diffuser (Diffuser-Non yellowing type). The luminaire should have a 18Watt LED with colour consistency SDCM< 5,CRI> 80 and colour temperature - 4000 to 6500K, Luminaire shall be designed to emit at least 2000 nominal lumens at a system efficacy of at-least 120 lumen/watt, power consumption should not be more than 20W (+5%). the life of fixture (including Driver): 50000 burning Hrs.@ L70B50 Lumen maintenance @ design ambient temp 50 deg C. The electronic driver used shall have a power factor >0.95 and THD < 10% suitable for an operating voltage range of 150-270V AC current Ripple<5% internal surge protection should be minimum 2.5KV, electrical insulation class should be Class I &driver should be of class B serviceablility. The luminaire driver shall be of the same make/manufacturer as that of LED luminaires. Luminaire manufacturer must have in house NABL accredited lab conduct LM79, type test as per IS10322 & FAT before dispatch as per IS 10322. The contractor must submit the NABL accredition certificate for luminaire manufacturer along along with technical bid. the LED Luminaire & Its driver both should be BIS registered contractor shall submit the following reports before supply of material for approvals LM79 issued by NABL accrediated lab, LM80 issued by LED manufacturer type test certificate for luminaire as issued by NABL accrediate lab, RoHS compliance issued by LED luminaire manufacturer, BIS certificate for LED Luminaire & Driver, minimum 5 year OEM warranty complete all specified and directed. 71 S&F MCB DBs double door TPN 4 way with IP 43 multiphase outgoing suitable for mounting up to 63 Amps MCB , TPN as incomer with bus bars, nutral links including all accessories complete all as specified and directed. 72 S&F MCB SP 6 to 32 Amps, C series, 10 KA, 240 V to be housed in DBs including necessary connections complete all as specified and directed. 73 S&F MCB TPN 40 Amps, C series, 10 KA, 240 V to be housed in DBs including necessary connections complete all as specified and directed. 74 S&F exhaust fan, steel body AC single phase, 240 V of size 300 mm sweep with blades and frame and louvers including making suitable size of holes and PCC works complete all as specified and directed. 75 M&L for earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm burried directly in ground vertically to depth not less than 2.25m below normal ground level with top edge of the earth plate at a depth not less than1.5m below ground level connected to and including GI wire of dia 4mm by meansof nuts, bolts, check nuts and washer etc, made of GI and connected to test point and earth dully all as shown in electrical plate No. 3 SSR Part-I 2009 and specified or indicated including excavation and earthwork in any type of Soil , PCC (1:3:6) Type C1 in chamber, precast RCC 50 mm thick in cement concrete (1:2:4) type B1, reinforced with welded steel wire fabric or XPM (Weight not less than 4.00 Kg/Square metre) with PCC frame, funnel with wire mesh, 20 mm bore medium grade GI watering pipe, lugs, 15mm bore medium grade GIprotection pipe, test pointincludingdismantling the old unserviceable earthing complete all as specified and directed.Note: -The quoted rate for this item includes the cost of GI pipe for protection of earth lead and GI earth wire up to 7.5 metre. 76 Supply , installation, testing and comission of Smart energy prepaid Meterconfirming to IS-16444: 2015 (Reaffirmed 2020) and as ammended time to time, AC whole current, three phase, 4 wires Smart Energy Meter of rating 415 Volt, 10-100 Amps,50 Hz , Class 1, enclosed in polycarbonate box complete as specified in CEA notification. The meter shall communicate with Head End System (HES) on any of the communication technologies mentioned in IS-16444 Part-I. The slection of communication technology should be as per the site conditions and as per design consideration of AMI Implementing agency to meet the performance. The smart meters should be based on RF Mesh communication technology or Cellular communication technology and carry minimum 5 years warranty complete all as directed. 77 S&F 80 mm bore GI tubing light gradewith all fittingslaid across road / in tremches / across PCC drain / along electric pole / floor / wall for protection of cable complete all as specified and directed. 78 M&L for sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified.(Note:- Punned thickness shall be considered for payment purpose) 79 Supply and laing Sub-Class B brick, well burnt, laid breadth-wise along the axis of Cable laid in trenches over sand cushion laid for UG cable protection complete all as specified anddirected. 80 Supply & Laying XLPE insulated screened, PVC bedded, galvanized wire armoured, Electric Power UG Cable (Heavy Duty) 1100 Volt grade with stranded aluminium Conductor,Nominal Cross-Sectional Area 35 sqmm 3.5 core and Testing, including Brass Compression Cable Gland, Terminal Lugs complete all as specified anddirected. 81 M&L for cutting existing DI pipes 150 mm dia in any position for insertion and fitting of new Tee, Collar, tail pieces , taking out connections, branch connections complete all as specified and directed. 82 Supply, fixing and testing DI fittings for spigot and socketed or flanged pipes i.e bends, reducers, tail pieces, tappers, tees,collars, caps, plug with MS plate , nuts, bolts, washers, gaskets for size 40 mm to 150 mm dia of pipe complete all as specified and directed. 83 S&F 40 mm bore GI tubing medium gradewith all fittingslaidin tremchescomplete all as specified and directed. 84 S&F 25 mm bore GI tubing medium gradewith all fittingslaidin tremchescomplete all as specified and directed. 85 S&F gun metal globe or gate valves with iron wheel head screwed both ends for iron pipe of 40 mm bore complete all as specified and directed. 86 S&F gun metal globe or gate valves with iron wheel head screwed both ends for iron pipe of 25 mm bore complete all as specified and directed. 87 Supply, installation, testing and commissioning of Wet / Organic / Kitchen waste Bio-gas plant of 750 Kg/day capacity including training to MES staffs to operate the plant complete all as specified and directed.Note: For technical specification and scope relevant clauses of PS to be followed. 88 Supply, installation, testing and commissioning of 3 in 1 system to handle Plastic, Tin, and tetra pack waste compaction and bailing system of capacity 100 Kg/Hour, Vertical operated ,15 MT capacity , bail size = 600 mm X 850 mm, Bail Weight - 100 kg , Motor - 4.5 HP , 3 phase, 415 V, 50 Hz, AC powerincluding training to MES staffs to operate the plant complete all as specified and directed. 89 Supply, installation, testing and commissioning of Shredder Machine of capacity 50 Kg/Hour complete all as specified and directed. 90 Supply, installation, testing and commissioning of waste incinerator, electrically operated, 3 Phase, 415 Volt with outer body MS powder coated, Burner 316 stainless steel of capacity 250-300 Kg/Hour complete all as specified and directed.
