AUGMENTATION OF SEWAGE SYSTEM AND ALLIED INFRASTRUCTURE AT FORT WILLIAM

Amount

SCHEDULE 'A' PART I (GENERAL ITEMS) Note : 1. This Sch is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col 5 signifies this fact only. 2. Total earth work, excavation etc. related to site clearance, different services (Sch 'A' Pt-I to IX) shall be measured and paid under relevant item in this schedule unless otherwise specifically mentioned therein.

Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out, complete all as specified and directed.

Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and exceeding 1.5 metre but not exceeding 3.0 metre in depth and getting out, complete all as specified and directed.

Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and exceeding 3.0 metre but not exceeding 4.5 metre in depth and getting out, complete all as specified and directed.

Excavation in trenches in hard / dense soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out, complete all as specified and directed.

Excavation in trenches in hard / dense soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and exceeding 1.5 metre but not exceeding 3.0 metre in depth and getting out, complete all as specified and directed.

Excavation in trenches in hard / dense soil not exceeding 1.5 metre wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and exceeding 3.0 metre but not exceeding 4.5 metre in depth and getting out, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as directed.

Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level not exc 1.5 m above starting point.

M&L for Silver sand cushioning in trenches for cable protection including consolidation upto 18cm (before and after laying of cable) complete all as directed and as specified in clause No 19.75 of SSR Part-I 2009. (Note: Punned down thickness shall be measured and paid)

M&L for sub class 'B' fly-ash bricks laid dry width wise across the line of cable in trenches as cable protection complete all as specified and directed.

Supply and laying 3 layer PP-R (Polypropylene random co-polymer) pipes of size of pipe SDR 11 UV stabilised and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches of size outer dia 160 mm including fittings complete all as specified and as directed.

Supply and laying 3 layer PP-R (Polypropylene random co-polymer) pipes of size of pipe SDR 11 UV stabilised and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches of size outer dia 110 mm including fittings complete all as specified and as directed.

Supply and laying 3 layer PP-R (Polypropylene random co-polymer) pipes of size of pipe SDR 11 UV stabilised and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches of size outer dia 90 mm including fittings complete all as specified and as directed.

S&F PPR Gate valves (Brass Insert) of 110 mm bore complete all as specified and as directed.

S&F PPR Gate valves (Brass Insert) of 90 mm bore complete all as specified and as directed.

S&F including all fitting Sluice Valve of 150mm dia of cast iron PN 1.6 with connected items and brass spindle complete all as specified and as directed.

M&L for construction of (900x900x900) mm internal size Flyash brick masonry valve pit chamber all as per the details mentioned below:- (i) Valve pit chamber shall be projecting 150mm above groung level and rest below the ground level. (ii) Excavation and earth work shall be in soft/ loose soil. Removal of surplus soil shall be 50m. (iii) The bed of valve pit chamber shall be 80mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) finished fair and even over 100mm thick consolidated broken bricks of guage 40 to 80 mm. The bed shall be projecting 75mm all round the external wall. (iv) Wall of valve pit shall be one brick thick fly ash brick wall with Old size bricks in cement morter (1:4). (v) PCC (1:3:6) type C1 (using 20mm graded stone aggregate) 75mm thick, coping shall be provided on top of brick wall for full thickness and length of wall. (vi) Cover of the valve pit shall be (40x40x6)mm mild steel angle iron frame and 6mm thick mild steel plate. The angle iron frame shall be fixed centrally on top of PCC coping all round and fixed with suitable mild steel (40x6)mm flat iron hold fast, mild steel cover plate shall be fixed with angle iron frame with two Nos of mild steel hinge and shall be provided with suitable locking arrangement. (vii) Internal surface of brick wall and external surface upto 15 Cm below groung level shall be plastered with 15mm thick in cement morter (1:4) (viii) All the exposed surface of mild steel work shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer. (ix) All other details shall shall be all as per site requirement and as directed.

M&L earthing complete with GI electrode 600x600x6 mm thick buried directly in ground vartically in pit of depth not less than 2.25 mtr deep below normal ground level with top edge of the plate not less than 1.5 meter below normal ground level connected to Galvanised iron strip (32x6) mm as earthing lead by means of bolts, nuts, check nuts and washer of brass connected including gun metal or phosphorus bronze of size 75x75x25 mm drilled and screwed including 3 Nos 8 mm diameter 25 mm long hexagonal head screwed all as specified including excavation and earth work in soft/ loose soil and disposal of surplus soil up to 50 m including 40 mm GI tubing light grade and necessary fittings for protection of GI Strip including laying of charcoal dust, common salt PCC (1:3:6) type C1 using 20mm graded stone aggregate earth pit with 40x40x6 mm MS angle iron frame RCC cover 40mm thick (1:2:4) type B0 using 12.5 mm graded stone aggregate reinforced with 8mm dia TMT bar @ 75 c/c both way with MS handle 20mm dia, plastering 15 mm thick CM (1:6) internally and up to 150mm below ground level externally . PGL funnel with wire mesh 20 mm dia GI pipe light grade for watering complete all as shown in Electrical plate No 3 of SSR Part-I (2009) and connected in earth test point including testing complete all as specified and as directed.

M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.

M&L for brick work built in CM (1:4) with using sub class 'B' fly-ash brick straight or curved on plan exceeding 6mtr mean radius complete all as specified and as directed.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate in surface channel and drain complete all as specified and as directed.

M&L for extra for forming fair finisheddrain or channel 30 Cm inner girth in cement concrete, using extra cement, including form, moulds, mitred/ stopped ends etc. complete all as specified and as directed.

Add or deduct for each 25 mm girth or part thereof over or under 30 Cm -ditto- all as per item No. 1.20 above complete all as specified and as directed.

M&L for rendering 15mm thick in CM (1:4) on fair faces of bricks on concrete surfaces finished even and smooth (without using extra cement) using water proof compound as per manufacturers instruction complete all as specified and as directed. (NOTE:- Water proofing compound shall be measured and paid seperately under respective item.)

Supply only liquid integral water proofing compound.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in cills, copping, kneelers, apex stone, bed plates etc. complete all as specified and as directed.

M&L for RCC 1: 1½ :3 type A-1 using 20mm graded stone aggregate as in slab supported on walls etc. complete all as specified and as directed. (Note: Reinforcement shall be measured and paid separately)

M&L TMT bars 10mm dia and over as in CRS reinforcement cut to length bent to shape required including hooking ends and binding with MS wire not less then 0.9 mm in dia complete all as specified and as directed.

M&L for use and waste of steel formwork including steel props to soffits of suspended slabs or similar work etc. complete all as specified and directed

M&L for mild steel rungs and similar items complete all as specified and as directed.

M&L for prepration of new steel surfaces and applying two coats of black Japan paint over a coat of red oxide primer treating samll articles such as knobs, fasteners, hold fast similar articles, when unconnected with other painting or when painted in different tint complete all as specified and as directed.

S&F of cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete all as specified and as directed.

Supply, Laying, Jointing and Testing of 150 mm bore reinforced concrete pipes, Class NP2 laid and jointed in cement morter (1:1) complete with collars or socket/ spigot type complete all as specified and as directed.

Supply, Laying, Jointing and Testing of 200 mm bore reinforced concrete pipes, Class NP2 laid and jointed in cement morter (1:1) complete with collars or socket/ spigot type complete all as specified and as directed.

Supply, Laying, Jointing and Testing of 300 mm bore reinforced concrete pipes, Class NP2 laid and jointed in cement morter (1:1) complete with collars or socket/ spigot type complete all as specified and as directed.

Supply, Laying, Jointing and Testing of 450 mm bore reinforced concrete pipes, Class NP2 laid and jointed in cement morter (1:1) complete with collars or socket/ spigot type complete all as specified and as directed.

M&L for PCC 1:3:6 type C2 using 40mm graded stone agg as in concrete bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid and tested for 150mm internal dia of pipe complete all as specified and as directed.

M&L for PCC 1:3:6 type C2 using 40mm graded stone agg as in concrete bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid and tested for 200mm internal dia of pipe complete all as specified and as directed.

M&L for PCC 1:3:6 type C2 using 40mm graded stone agg as in concrete bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid and tested for 300mm internal dia of pipe complete all as specified and as directed.

M&L for PCC 1:3:6 type C2 using 40mm graded stone agg as in concrete bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid and tested for 450mm internal dia of pipe complete all as specified and as directed.

M&L for cutting into existing manholes for connecting new drain, any dia, making good to pipe and rendering cutting out existing benching for and forming branches channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 smooth finished and reforming benching as required complete all as specified and as directed.

Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

Demolition of Brick work built in cement morter including all quoins, arches, pillars etc of any description complete all as specified and as directed.

M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate 75 mm thick as in sub -base, foundation bed of manholes complete all as specified and as directed.

M&L 25 mm thick pre-polished chequered cement concrete tile of size (300x300) mm, laid over and including screed bed of 20 mm thick in cement morter (1:6) and jointed & pointed with net cement slury with grey cement as in floor etc. complete all as specified and as directed.

M&L Designer cement concrete Tiles of 18 to 20 mm thick and any size as directed as in floor laid over and including screed bed of 20 mm thick in cement morter (1:6) and jointed in net cement slury and pointed in white cement mixed with pigment to match the surface etc. complete all as specified and as directed.

M&L for rendering 15mm thick in CM (1:6) on fair faces of bricks or on concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M&L for prepration of wall and applying two coats of cement based paint over a coat of Alkali resistant primer complete all as specified and as directed.

Cutting of vegetation, grass, bush, weed, tree height upto 1.00 mtr above ground level in arround 3.00 mtr periphery of manhole, drain etc. and removed the tree rout complete all as specified and as directed. (Note:- Quoted Rate deemed to be included for removing vegetation, tree branches etc, to a distance exc. 500 mtr but n.exc. 1.00 Km where directed by the Engg-in-Charge)

Cleaning of chocked sewar line clean by Diesel running vehicle mounting Hydraulic operated high pressure suction cum jetting sewar cleaning meachine fitted with pump having 4000 litres suction tank capacity and 6000 litres jeeting tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manhole chember and dechocking of sewar lines. Dechocking and flushing of sewar line from one manhole to anather by high pressure jetting system of 2200 PSI for sewar line with manhole as per requirement from 150 mm dia to 450 mm dia complete all as specified and as directed. (Note:- All cleaned sludge should be disposed by vehicle out side MoD land)

SCHEDULE 'A' PART-II (NON-CLOG SEWAGE SUBMERSIBLE PUMPS)

Supply and laying submersibles cable with flat copper conductor 3 core 16 sqmm copper wire complete all as specified and as directed.

SCHEDULE 'A' PART-III (LT CABLES)

Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 95 Sq mm 3½ core complete all as specified and as directed.

Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 70 Sq mm 3½ core complete all as specified and as directed.

Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 50 Sq mm 3½ core complete all as specified and as directed.

SCHEDULE 'A' PART-IV (DG SET)

Supply, Erecting, Testing and Commissioning of silent (Sound proof enclosure) type Diesel Engine Driven Generating Set capable of delivering 62.5 KVA, Water & coolant cooled, 415 Volts (AC three phase, 4 wire system of supply) 50 HZ 1500 RPM complete with AMF control panel. The DG set shall consists of diesel engine coupled to a matching alternator, through flexible coupling and mounted on common base frame and complete with control panel. (i) ENGINE (Prime Mover) : Diesel Engine 1500 RPM, direct injection, multi cylinders, four stroke, confirming to ISO3046/BS 5514, water and coolant cooled, naturally turbo charged, capable of giving adequate power to drive alternator capable of delivering 62.5 KVA(50KW at 0.8 Power Factor) at outdoor atmospheric conditions at Kolkata, (Taking all derating factor into consideration), 12 Volt (130 AH) battery electric start complete with fly wheel all standard fittings / fixtures as per manufacturer and including suitable panel with tachometer, lub oil temperature, pressure gauge and frequency meters and also including self starter system with electronic governor and Engine protection system (Shut down, High water temperature, low lub oil, oil pressure, over speed etc.) fuel tank and first fill of lub oil and other consumables etc and self starting system including batteries etc complete. (Contd ...)

(ii) ALTERNATOR : Brushless AC alternator, 3 phase, 415 Volt, 4 wire, rated for output of 62.5 KVA, 1500 RPM, IP 23 Protection class enclosure, insulation class "H", salient pole, revolving field, single bearing automatic voltage regulator coupled through flexible coupling with and to match the above engine. (iii) BASE PLATE : Made out of structural steel as per manufacturers recommended design/specifications. (iv) ACOUSTIC ENCLOSURE : Sheet metal fabricated cope type silent enclosure manufactured on CNC machines as per CPCB norms and powder coated after seven tank process, the enclosure shall be designed for reducing the sound level to 75 dB (A) at a distance of 1 M at 75% load under field condition 70 dB at 3 M from Gen set when DG set is working at full load along with testing conformance, labelling certification etc as laid down in GSM No 371 (E) dt 17 May 2002 and amendments thereof. (v) FOUNDATION/ PLINTH/ BASE : Shall be provided as per manufacturers recommendations, however minimum 0.5 m Space should be available all around the set and height of plinth shall not be less than 0.5M. (vi) MISC : Tool kit, operation and maintenance catalogue, spare part list, overhauling manuals, guarantee card etc shall be provided as per manufacturer standard practices. (vii) Fully automatic AC operated additional battery charger of suitable capacity including suitable size twin core copper wires fixed with copper lugs shall be provided from charger to batteries for charging of batteries without extra cost.

SCHEDULE 'A' PART-V (LT PANELS)

M&L for Installation, Commissioning & Testing of "outdoor cubical canopy type" LT distribution control panel board fabricated in a CPRI approved factory with 3.15 mm thick CRCA sheet totally enclosed type, dust & vermin proof, back side openable or having opening at bottom for entry of outgoing/incoming cables, fixed with nots & bolts & front side openable with hinged shutter with suitable locking arrangement ( preferably double door type), complete required supporting MS angles, flats, channels, with grouting on floor/brick work & duly painted with powder coated paint of approved grade after preparation of surfaces complete with aluminium bus bar comprising of the following accessories, including making electric connection complete by means of suitable sized aluminium lugs, nots, bolts, washers etc & making good the disturbed surfaces complete all as specified and directed. INCOMMING (i) MCCB 4 poles 125 Amp, 25 KA, Ics= 100% Icu with thermal magnetic release with all protection by pass facility -01 Nos (ii) Digital parameters (Volt meter & Ammeters) complete set -01 Set (iii) LED Indicator lamp with assembly (set no of three) RYB suitable for AC 230 Volts complete. - 01 Set (iv) Aluminium busbar 200 Amps for 3 ph & neutral - 01 set

OUTGOING (i) MCCB 4 poles 63 Amp, 25 KA with thermal magnetic release with all protection by pass facility -04 Nos (ii) FASD ML 1.5 Starter/FASD starter assembled with thermal over load relay of max relay range 13-21 Amps suitable for electric motor 3 Phase, 50 Hz 415 Volts of capacity up to 25 HP with relay, single phase preventor, RYB LED indicator lamps, moisture controller, push button etc all as specified and directed - 03 Nos (Including one standby) (iii) MCB SPN 40 Amps 230 volts -02 Nos

M&L for Installation, Commissioning & Testing of "outdoor cubical canopy type" LT distribution control panel board fabricated in a CPRI approved factory with 3.15 mm thick CRCA sheet totally enclosed type, dust & vermin proof, back side openable or having opening at bottom for entry of outgoing/incoming cables, fixed with nots & bolts & front side openable with hinged shutter with suitable locking arrangement ( preferably double door type), complete required supporting MS angles, flats, channels, with grouting on floor/brick work & duly painted with powder coated paint of approved grade after preparation of surfaces complete with aluminium bus bar comprising of the following accessories, including making electric connection complete by means of suitable sized aluminium lugs, nots, bolts, washers etc & making good the disturbed surfaces complete all as specified and directed. INCOMMING (i) MCCB 4 pole 125A ,25 KA, Ics= 100% Icu Amp with thermal magnetic release with all protection By pass facility. -01 Nos (ii) Digital parameters (Volt meter, Ammeters, PF, Kw, KWh etc) complete set - 01 Set (iii) Indicator/pilot lamp assembly LED type (set of three) RYB suitable for AC 220V complete - 01 Set

OUTGOING (i) MCCB of 40-63 Amps, 3 pole 415 volts, 16 KA - 03 Nos. (ii) FASD ML 1.5 Starter/FASD starter assembled with thermal over load relay of max relay range 13-21 Amps suitable for electric motor 3 Phase, 50 Hz 415 Volts of capacity up to 25 HP with relay, single phase preventor, RYB LED indicator lamps, moisture controller, push button etc all as specified and directed - 03 Nos (Including one standby) (iii) MCB SPN 40 A, "C' curve -03 Nos

SCHEDULE 'A' PART-VI (UPGRADATION BY MODIFICATION AND ADDITIONS/ ALTERATIONS OF EXISTING 1240 KLD ACTIVATED SLUDGE TYPE STP TO MBBR BASED STP WITH TERTIARY TREATMENT)

Dismantling carefully and removal of old Mechanical Aerator system complete including transportation and deposited in MES Store yard complete all as specified and directed at site, also including cleaning up of Aeration Tanks complete all as specified and as directed..

M&L for conversion of Existing STP for MBBR and addition of Tertiary treatment plant for improvising (Existing system to MBBR system) STP Plant with connected items (i) INDIAN MF 1800 Filter(of Ion Exchange or Equivalent of other approved make) with flow rate 40 M3/Hr with, Ht of filter 1875 MM with MS frontal pipe work and valves (ii) INDION ACF 2000 Filter(of Ion Exchange or Equivalent of other approved make) with flow rate of 40 M3/Hr with, Ht of filter 1875 MM(Approx) with MS frontal pipe works and valves (iii) Filter Feed pumps and Motor (iv) Chemical Dosing system for sodium INDION CDS3((of Ion Exchange or Equivalent of other approved make) (iv) Pipe work within the battery limit of the plant (MS 100 MM) (v) Aeration System (vi) Control Panel for pumps & Dozers (vi) FMR Media (vii) Lamella Plates (viii)Lamella Plates (ix) Retention Plates .Supervision of erection and commissioning by OEM complete all as specified and as directed. (Notes For Item No. 6.00 to 6.02 Above: A 1240 KLD ( 24 Hours working basis) activated sludge type STP plant is exiting at Calcutta gate, without MBBR and Tertiary Treatment. This plant is to be upgraded by modifications and addition/alteration to equivalent to MBBR with tertiary treatment. These items shall be executed through Approved OEMs on 'Turnkey Basis' and 'Performance Guarantee Basis' as explained in Annexure 1)

SCHEDULE 'A' PART-VII (PROVISION OF AERATION SYSTEM AT STORM WATER DRAINAGE STORAGE TANK)

Design, Supply, fixing, installation, commissioning and testing of new aeration system including 02 Nos Air blowers complete with motor and air filter, pressure release valve, pressure gauge, discharge pipe, of capacity 600 m3/hrs @ 0.4 Kg/cm2 with 02 Nos submersible effluent transfer pump of capacity 90 m3/hr @ 25 mwc, 01 No Multi-grade filter MF 2200(of Ion Exchage or equivalent of other approved OEMs) complete with MS pressure vessel (2200mm dia X 1875 mm HOS) with internal MS frontal pipe work inlet to outlet terminals with valves, internal charge of specially graded filter sand media with supporting under bed media, pressure gauges to monitor head loss, including Operation & Maintenance Manual etc, 02 Nos Chlorine Dozer complete with 150 Litres HDPE tank, metering pump with suction and discharge tubing suction trainer etc and 01 Lot MS/UPVC interconnecting pipe work (100/150 NB) complete all as specified and directed. (Note for item No 7 to 7.01: A Storm Water drainage Storage Tank of Size 16 M X 11 M X 10 Meter is existing at Fort William. Since some sewage and other impurities also get inadvertently mixed in this Tank. The tank is to be provided with Aeration System to make water fit and safe for Discharge in main drainage. These items shall be executed through Approved OEMs on 'Turnkey Basis' and 'Performance Guarantee Basis' as explained in Annexure 2.)

SCHEDULE 'A' PART-VIII (100 KLD CAPACITY COMBUS SBT SEWAGE TREATMENT PLANT)

Detailed Engineering Designing, (hydraulically, structurally and aesthetically), Supplying, installing, erecting, connecting, testing and commissioning of Sewage Treatment Plant (STP) based on the principle of CAMUS Soil Bio-Technology (SBT) (Patented Technology of OEM ) having capacity of 100 Kilo Litres per Day (KLD) based on 24 hours of operation for treating effluent from toilets, bathrooms and kitchen waste etc emanating from residences, received at an invert level of 0.5 m below ground level at STP, having raw Effluent characteristics as mentioned in Annexure-III, required guaranteed treated water characteristics as mentioned in Annexure-III, considering 3 times average flow as peak flow with Primary, Secondary and Tertiary treatment of 100 KLD capacity, with all civil work, electro mechanical equipments, accessories, all associated civil works, safety equipments, tools and plants for day to day operation, testing apparatus to test the parameters at various stages of process as per Manual on Sewerage and Sewage Treatment of CPHEEO, etc and other Guidelines for treatments of liquid waste emanating from Dwelling Units, complete to function as single, compact and self sustaining type unit with minimum moving/mechanical equipment from the intake of effluent to outlet up to treated water comprising of items as specified in Tentative BOQ at Annexure-III on Turnkey Basis and Performance guarantee Basis.

Note for item No. 8.00 to 8.01: The above item shall either be got executed complete in all respect from OEM Or Else Contractor shall obtain the Design, Execution Drawing and Technology etc from OEM and execute the work under the overall supervision of OEM. In both case after completion a certificate from OEM to the effect that STP Plant is in complete conformity with their design and drawing and of performance guarantee for satisfactory performance for a period of Five Years after completion shall be rendered by the Contractor. ‘Turnkey’ means design, engineering, procurement, supply, installation, testing & commissioning of the entire systems including all ancillary civil and electromechanical works. ‘Performance guarantee’ relates to achieving the desired parameters as specified here-in-after of treated effluent as long as the raw sewage characterises parameters are within the expected range as specified here-in-after. For guidance and preliminary estimation a tentative BOQ only for reference purposes is enclosed at Annexure-III.

SCHEDULE 'A' PART-IX (MANNING & OPERATION (1st YEAR AFTER COMPLETION PHASE- I)

Manning and Operation of modified 1240 KLD STP with Tertiary treatment plant by providing one Skilled Operator (Skilled operator must be ITI qualified and must have received at least one month of training from OEM) and one Unskilled Helper in Two Shifts of 08 Hours duration Each and one Semi Skilled Operator in third (night Shift) on all days, including Sundays and Holidays complete all as directed.

Manning and Operation of 100 KLD CAMUS SBT STP plant by providing one Semi-Skilled Operator (Operator must be ITI qualified and must have received at least one month of training from OEM) in Two Shifts of 08 Hours duration Each and one Un-Skilled Operator in third (night Shift) on all days, including Sundays and Holidays for a duration of 11 months after Completion i.e. During Defect Liability Period (DLP) Period.

SCHEDULE 'A' PART-X (MANNING & OPERATION (2nd YEAR AFTER COMPLETION PHASE- I)

Manning and Operation of modified 1240 KLD STP with Tertiary treatment plant by providing one Skilled Operator (Skilled operator must be ITI qualified and must have received at least one month of training from OEM) and one Unskilled Helper in Two Shifts of 08 Hours duration Each and one Semi Skilled Operator in third (night Shift) on all days, including Sundays and Holidays complete all as directed.

Manning and Operation of 100 KLD CAMUS SBT STP plant by providing one Semi-Skilled Operator (Operator must be ITI qualified and must have received at least one month of training from OEM) in Two Shifts of 08 Hours duration Each and one Un-Skilled Operator in third (night Shift) on all days, including Sundays and Holidays complete all as directed.

SCHEDULE 'A' PART-XI (MANNING & OPERATION (3nd YEAR AFTER COMPLETION PHASE- I)

Manning, Operation and Routine, preventive and Periodical Maintenance of modified 1240 KLD STP with Tertiary treatment plant by providing one Skilled Operator (Skilled operator must be ITI qualified and must have received at least one month of training from OEM) and one Unskilled Helper in Two Shifts of 08 Hours duration Each and one Semi Skilled Operator in third (Night Shift) on all days, including Sundays and Holidays complete all as directed. (Note: Any parts required for smooth running of the plant deemed to be included in the quoted rate.)

Manning, Operation and Routine, preventive and Periodical Maintenance, including consumables of 100 KLD CAMUS SBT 1000 KLD STP plant by providing one Semi- Skilled Operator (Operator must be ITI qualified and must have received at least one month of training from OEM) in Two Shifts of 08 Hours duration Each and one Un-Skilled Operator in third (night Shift) on all days, including Sundays and Holidays complete all as directed. (Note: Any parts required for smooth running of the plant deemed to be included in the quoted rate.)