PROVN OF 2 X STPs ALONGWITH SEWAGE LINE IN UDHAMPUR UNDER GE (N) UDHAMPUR

Amount

Designing (hydraulically, structurally & aesthetically), providing, constructing, hydraulic testing, commissioning and testing and giving satisfactory trials of STP Capacity 300 Cum/day consisting of Inlet chamber(RCC M-30), Fine bar Screen chamber(manual) RCC M-30 with steel screen, Oil & Grease Remover(RCC M-30), Grit separator, silting chamber, receiving chamber, Equalization Tank of required design capacity , Air Grid for Equalization Tanks, Feed Pumps(2 No), Moving Bed Bio Reactor(s) with plastic media (of appropriate density, size and quantity to keep very high MLSS > 15,000 mg/lit), Air Blowers for MBBR, Tube Settler assembly, One number continous filter feed sludge screw press/sludge bag with dosing system for sludge dewatering system as specified, Chlorine Dozing System, Chlorine contact tank, Foundation for all E/M equipments, Associated piping work with required valves, gates, necessary excavation & earthwork, soil required for filling etc complete, for STP work sites, Electrical control Panel with interconnecting cable, spare parts for 2 years of operation, etc. complete as turnkey job with all involved civil work, electrical, digital and mechanical works as per detailed specifications for civil, electrical and mechanical components with all duties and taxes complete. (Also refer imp notes below).

Tertiary treatment includes for one number chlorine contact cum filter Feed Tank in MS FRP Construction, as per design specifications of OEM, with one set of chlorine dosing system comprising of solution tank and dosing pumps with necessary connection for dosing solution in chlorine contact tank, 02 Nos filter feed centrifugal monobloc pumps complete with motor and all necessary accessories and fittings for feeding tertiary unit, level sensor for chlorine contact cum filter feed tank and interlinked with pumps for ON-OFF operation as per level in the sump, one pressure gauge for each pump to provide to measure pressure at the outlet, one number Dual Media filter complete with media, frontal piping valve and pressure gauge to measure pressure across the filter, one number of Activated Carbon filter, complete with media, frontal piping, valve and pressure gauge , one number Treated water tank in MSFRP Construction to recieve supernatant coming from tertiary treatment, two nos sludge transfer self priming monobloc pumps complete with motor and all necessary fittings and accessories including one pressure gauge for each pump, one number of sludge hol.ding tank in MSFRP Construction as per design specifications to receive sludge from tube settler, two nos sludge transfer self priming monobloc pumps complete with motor and all necessary accessories and fittings, Level sensor in the sludge holding tank and interlinked with pumps for ON-OFF operation as per level in the sump, pressure gauge for each pumps, one number electerical control panel for operation of all electromechanical units of STP, power and control cables of suitable size to interconnect various drives laid over suitable cable tray and instrumentations with STP Panel etc, complete including permission of civil authority for connecting outlet water into natural resources, testing, commissioning etc. NOTE :- (i) Rate shall including for permission of civil authority for the connection of outlet etc., testing, commissioning and design, complete including all as specified. (ii) NOTE :- Inlet and outlet data shall be as per Appx 'A' & outlet of treated water shall be as per latest NGT judgement attached as Appx 'B'.

Designing (hydraulically, structurally & aesthetically), providing, constructing, hydraulic testing, commissioning and testing and giving satisfactory trials of STP Capacity 100 Cum/day consisting of Inlet chamber(RCC M-30), Fine bar Screen chamber(manual) RCC M-30 with steel screen, Oil & Grease Remover(RCC M-30), Grit separator, silting chamber, receiving chamber, Equalization Tank of required design capacity, Air Grid for Equalization Tanks, Feed Pumps(2 No), Moving Bed Bio Reactor(s) with plastic media (of appropriate density, size and quantity to keep very high MLSS > 15,000 mg/lit), Air Blowers for MBBR, Tube Settler assembly,One number continous filter feed sludge screw press/sludge bag with dosing system for sludge dewatering system as specified, Chlorine Dozing System, Chlorine contact tank, Foundation for all E/M equipments, Associated piping work with required valves, gates,necessary excavation & earthwork, soil required for filling etc complete,, Electrical control Panel with interconnecting cable, spare parts for 2 years of operation, etc. complete as turnkey job with all involved civil work, electrical, digital and mechanical works as per detailed specifications for civil, electrical and mechanical components with all duties and taxes complete. (Also refer imp notes below).

Tertiary treatment includes for one number chlorine contact cum filter Feed Tank in MS FRP Construction, as per design specifications of OEM, with one set of chlorine dosing system comprising of solution tank and dosing pumps with necessary connection for dosing solution in chlorine contact tank, 02 Nos filter feed centrifugal monobloc pumps complete with motor and all necessary accessories and fittings for feeding tertiary unit, level sensor for chlorine contact cum filter feed tank and interlinked with pumps for ON-OFF operation as per level in the sump, one pressure gauge for each pump to provide to measure pressure at the outlet, one number Dual Media filter complete with media, frontal piping valve and pressure gauge to measure pressure across the filter, one number of Activated Carbon filter, complete with media, frontal piping, valve and pressure gauge , one number Treated water tank in MSFRP Construction to recieve supernatant coming from tertiary treatment, two nos sludge transfer self priming monobloc pumps complete with motor and all necessary fittings and accessories including one pressure gauge for each pump, one number of sludge hol.ding tank in MSFRP Construction as per design specifications to receive sludge from tube settler, two nos sludge transfer self priming monobloc pumps complete with motor and all necessary accessories and fittings, Level sensor in the sludge holding tank and interlinked with pumps for ON-OFF operation as per level in the sump, pressure gauge for each pumps, one number electerical control panel for operation of all electromechanical units of STP, power and control cables of suitable size to interconnect various drives laid over suitable cable tray and instrumentations with STP Panel etc, complete including permission of civil authority for connecting outlet water into natural resources, testing, commissioning etc. NOTE :-(i) Rate shall including for permission of civil authority for the connection of outlet etc., testing, commissioning and design, complete including all as specified. (ii) Inlet and outlet data shall be as per Appx 'A' & outlet of treated water shall be as per latest NGT judgement attached as Appx 'B'. (Refer Srl page No. 129 & 130 of the tender respectively)

Rough excavation not exc 1.5m deep and getting out in any type of soil.

Rough excavation not exc 1.5m deep and getting out in hard rock (using mechanical plant or chisel cutting in lieu of blasting).

Removing excavated material not exc. 50m and depositing where directed.

Add for for each additional 50m or Part there of beyond 50m and upto a total distance of 250m.

Excavating over areas, n exc 1.5 m deep and getting out in any type of soil, complete all as specified and as directed.

Plain cement concrete 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and as directed.

Plain cement concrete 1:2:4 type B-1, using 20mm graded stone aggregate as in coping etc including weathering, slightly rounded or chamfered and trading as directed by Engr-in-Charge complete all as specified and directed.

Demolition of stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar facing , dressed stone work and precast concrete articles, complete all as specified and as directed. .

Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by the Engr-in-charge.

All as per Srl No. 10 above here n before but except stone. Note : Stone obtained from demolition will be reused.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by the Engr-in-charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting pointcomplete all as specified and directed by the Engr-in-charge.

Raised pointing to random rubble walling uncoursed in cement mortar 1:3, complete all as specified and as directed by the Engr-in-charge.

Precast cement concrete 1:3:6 Type C-1 (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 as in bond stone of minimum size 150 x 150 mm and length as per thickness of wall, size or shape, complete all as specified and as directed.

Extra over stone walling for hammer dressing to face stone and dressing of face beds and joint as specified of random rubble walling, uncoursed or brought upto course, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mm for granite or trap stone, all as specified and as directed.

110 mm bore PVC (SWR) pipes single socketed in any length fixed in walls as weep holes as in retaining wall, complete all as specified and directed by the Engr-in-charge.

XLPE insulated, screened,PVC bedded,galvanised steel strip or wire armoured ,electric power cable (heavy duty) with aluminium conductor,1100 volts, grade cross sectional area 50 sqmm 3.5 Core conforming to relevent IS, Complete all as specified and as directed.

XLPE insulated, screened,PVC bedded,galvanised steel strip or wire armoured ,electric power cable (heavy duty) with aluminium conductor,1100 volts, grade cross sectional area 25 sqmm 4.00 Core conforming to relevent IS.Complete all as specified and as directed.

XLPE insulated, screened,PVC bedded,galvanised steel strip or wire armoured ,electric power cable (heavy duty) with aluminium conductor,1100 voltss, grade cross sectional area 16 sqmm 2.00 Core conforming to relevent IS.Complete all as specified and as directed.

Installation and commisioning Outdoor type, double door powder coated Feeder Pillar box made of CRCA sheet 3.15 mm thick with front opening and having locking arragement spray painting internally/externally, comprising of following :- . (I) Projected gable roof for rain water protection. (ii) Front and rear operable double shutter with locking arrangement/sliding door bolts and handle . (iii) Cable gland, metallic of suitable size for incoming and outgoing cables. (iv) Mounting legs made of MS equal angle 40 mm x 40 mm x 6 mm duly grouted on Brick/PCC foundation of suitable, size 15 cm below GL and 20 cm above foundation level all as directed. (v) Aluminium bus bar of size 50 mm x6 mm 60 cm long 4 Nos with insulating sleeve as per colour code & porcelain/epoxy insulaters 8 Nos enclosed in a chamber with openable shutter. (vi) PVC insulated unshethed starnded copper conductor cable single core 35 Sqmm for connection of MCBs with bus bar - As per requirement (vii a) Foundation with PCC 1:3:6 of suitable size and as directed. (vii) MCCB 4 pole 63 Amp 415 volt, 25 KA with thermal magnetic and Microprocessor release ( for incoming supply )-01no.(To be mountde on Ebonite sheet 10mm thick with flat strip frame of suitable size all as directed.) (viii) MCCB 3 pole, 40Amp, 415 volt, 16 KA with thermal magnetic and Microprocessor release ( for out going supply )-02nos. (ix) MCB SPN 32 Amp - 2 NO

Steel tubular swaged poles, erected truly vertical type 410 SP-31 (9 metre long) including cast iron base plate, finial taper plug, bolts, nuts and screws, drilling of holes of required size for fixing of cross arms, painting the exposed surfaces of pole with two coats of alumium paint over a coat of red oxide zinc chrome primer and two coats of black bituminous paint internally & portion embedded in concrete, making five black & white bands at lower portion of pole each 300mm wide and complete all as specified and directed

45 Watt, IP-66 LED Street light luminaries of GI Bracket comprising of DIe cast aluminium housing with weather proof gasket of lamp and driver compartment with 120 degree view angle, lumen output greater than 100 Lmn/Watt, lumen maintenance greater than 70% at 50000 hrs, colour temp 5000-6500 K, CRI greater than 70, THD less than 15%, PF greater than 0.95 and LM 80 test compliances. The driveR must be integrated APFC with short circuit protection, reverse polarity protection against 5KV high surges and comply with IEC 60598-1, IEC-61000-3-2, IEC-61547. The luminaries must have secondary optics with perfectly matched lens for better light control including making electrical connection with twin core twisted copper conductor flexible copper wire of suitable size from street light to junction box specified and as directed. Make : Crompton/Wipro/Philips/Havells.

Thermoplastic cable junction box/distribution board IP-65 with matric nock out for cable enrty of size up to 25 Sqmm x 2 core including fastening clamp with LT pole box size 200x160x98mm hinged cover with locking arrangement including with terminals K 9225, SPN 2 srip, of make :- Hensel/Equivalent or Sintex complete all as specified and as directed by engineer in charge.

Street light bracket made out of GI Tubing 40mm dia, light grade bend to shape suitable for below mentioned security light fitting with necessary MS clamps with one coat of red oxide and two coats of aluminium paint including nut, bolt, washers etc and as directed by the engineer in charge.

Earthing with galvanized steel earth plate electrode of size 600 mm x 600 mm x 6.0 mm thick buried directly in ground (earth pit not less than 2.25 Mtr below normal ground level), connected to galvanized earth lead strip of size 32 mm x 6 mm by means of bolts, buts, check nuts and washers of galvanized iron or steel including 40 mm dia light grade GI tubing for protection of earth lead, MS sheet metal funnel with wire mesh, watering pipe medium grade 20 mm dia, charcoal or coke and common salt in alternative layer of 15 cm compacted thickness all around the electrode with concrete earth pit of PCC 1:3:6 type I, 50 mm thick precast RCC (1:2:4) type BI pit cover reinforced with 8 mm dia deformed bar and suitable handle made of 10 mm dia round bar including GI strip of size 32 mm x 6 mm for extension of earth lead (up to7.5 Mtr) and necessary excavation, earth work, in soil/loose soil and disposal of spoils to a distance not exc 15 mtr and necessary connection and testing complete all as shown in electrical plate No. 3 and all as directed and specified

Earthing with galvanized steel earth plate electrode of size 600 mm x 600 mm x 6.0 mm thick buried directly in ground (earth pit not less than 2.25 Mtr below normal ground level), connected to galvanized earth lead wire of 4.00mm by means of bolts, buts, check nuts and washers of galvanized iron or steel including 20 mm dia light grade GI tubing for protection of earth lead, MS sheet metal funnel with wire mesh, watering pipe medium grade 20 mm dia, charcoal or coke and common salt in alternative layer of 15 cm compacted thickness all around the electrode with concrete earth pit of PCC 1:3:6 type I, 50 mm thick precast RCC (1:2:4) type BI pit cover reinforced with 8 mm dia deformed bar and suitable handle made of 10 mm dia round bar including GI wire of 4.00mm for extension of earth lead (up to7.5 Mtr) and necessary excavation, earth work, in soil/loose soil and disposal of spoils to a distance not exc 15 mtr and necessary connection and testing complete all as shown in electrical plate No. 3 and all as directed and specified

PCC 1:3:6 C2 40mm aggregate graded in foundation, filling and mass concrete, complete all as specified and directed.

Plain cement concrete 1:2:4 (type B-1) (Using 20mm graded crushed stone aggregate) all as specified and as directed.

Excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc for laying of underground cable, sewage lines, electric pole or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge.

Excavation in trenches in any type of soil not exceeding 1.50m wide and exceeding 1.50m but nor exc 3.00m in depth for foundation etc for laying of underground cable, sewage lines, electric pole or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge.

Dry sand cushioning to under ground cables provided with a layer of sand 8 cm deep before laying the cable, 15 cm depth after laying cable & stretching the cable, Sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed.

Brick Sub class ‘B’ Designation 75 with well burnt clay, covering as mechanical protection to cable with well burnt all as specified and directed

Supply, installing, commisioning & testing of Diesel Engine driven generator set of 25 KVA with AMF Panel complete with suitable acoustic Enclosure all as per central pollution control board guidelines, 50 cycles per second with 0.8 power factor, engine as per IS 10001/10002 and alternator as per IS-13364 complete. The engine and alternator shall be capable to take 10% over load for one hours in every 12 hours operation. The alternator of rating 25KVA of generator set shall be directly coupled with diesel engine mounted on common base plate with alternator and all as specified and comprising of the following.

(A) Engine:- Vertical in line, three cylinder diesel engine of 25 KVA rated at 1500 RPM as per ISO 3046/BS-5514/649 or 10002 direct injection type with turbo charger and water cooled engine electric starting system, arrangement of starting and the engine shall be capable of running 12 Hrs continuosly and with 10% of over loading for 01 Hrs in each 12 Hrs running. The engine shall be equipped with all standard fittings all as per manufacturer recommendation. Engine shall be directly coupled with alternator mounted on common base plate with the following. (a) Battery 12V, 100AH with set of 01 No with battery charger extra and battery charger having electronic control consist of diodes, rectifiers contacts, resistance etc. The battery charger shall be able to charge the battery at all time whenever electric supply is given to the battery charger flow control panel. (b) Heavy duty industrial silencer fitted with expansion joint and silencer pipe duly lagging with asbestos rope from engine to out side power house building up to 0.50 Mtrs and independently supported with and including frame fixed to wall/floor. (c) Fly wheel with coupling bolt (d) Lub oil filter. (e) Instrument panel comprising of micro processor based controller for measuring parameters like coolant temperature, running hrs, lubricating oil pressure etc.

(f) Engine speed governor (Electro mechanical) class A-1, governing as per BS 5514. (g) Air filter (Dry Type). (h) Turbo charger of suitable capacity. (j) Oil pump for forced feed lubrication. (k) Fuel Injuction Pump. (l) Fuel filter double bowl. (m) Micro processer based controller in panel for high cooling water temp and low lub oil pressure with alarm and shut down facility. (n) Radiator. (o) Flexible rubber coupling. (p) Set of fuel pipes of suitable length. (q) Base plate. ® Fuel tank capacity as per manufacture design with all connecting pipe and fabricated MS Stand including level gauge. (s) Anti vibrating pads and mounting for the gen set, Engine and alternator. (t) Lagging of exhaust mani fold with asbestos rope to exposed pipes. (u) 40 mm long flexible exhaust pipe with end lunged.

B Alternator Alternator of rating capacity 20 kw (25 KVA)& capable to take 10% extra load at every 12 hours interval for one hours, 3 phase, 4 wire, 50 HZ, 415 volts, 0.8 power factors, 1500 RPM self excited self regulated required to be coupled with above engine. The alternators shall be comforming to IS-4722 & IS-4728 as per following specification. (a) Type:- Siient poles, single bearing brushless type suitable for direct coupling to engine. (b) Rating:- Guaranteed to deliver required output at the ambient temp conditions, suitable for an over load of 10% for 1 hour every 12 hours operation. (c) Self excited - self regulated. (d) Voltage Regulations:- Suitable for taking rated load immediately after machines reaches rated voltage and speed (f) vibration : Suitable for direct coupling with engine and mounted on common MS chanel base frame. (g) Enclousure : Screen protected drip proof enclousure with IP 23 degree of protection. (h) Cooling : Air cooled type with radial fan mounted on rotor. (j) Winding and insulation, insulation class H as defined in IS 4722. (k) Contol panel shall be provided with PC 1.1 controller and digital display for measuring of line /phase voltages/current, frquency etc. and having MCCB of 63 Amp with over loaded and short circuit protection.

C AMF PANEL (i) Standard control panel for DG Set shall be made of fabricated sheet cubicle type with front hinged cover with internal copper wiring and or suitable size complete with micro precessor based controller with following features. (a) State of the art compact microprocessor based with configorable technology. (b) Integration of all engine and alternator parameters. (c) for ease of viewing high performance graphical LCD and prominent Display. (d) Event loging history for easy of maintenance/service. (e) Capability of with standing wide range of operating temperature. (f) Individual touch button for mannual auto and test mode. (g) LED Indication for gen set status and alarms. (h) Battery condition monitoring. (j) Statical cumulative counters like no of starts, engine run hrs, KWH. (k) Setting provision for different parametres on front panel. (l) Two nos MCCB 63 Amp, 25kA breaking capacity, one for main supply and other for DG supply. (m) Two no contactors of 63 Amp capacity for main & DG. (n) Aluminium bus bars of 100Amp capacity provided with termination.

(ii) Display Parameters (a) Electrical Parameters : Phase voltage, line current, frequency, average voltage, average current, KW, KWH, KVA, KVAR, PF, Earth fault current. (b) Mechanical Parameters : Lub oil pressure coolant, temp, engine speed, fuel status, engine run hrs, battery voltage (iii) Protection (a) Electrical Protection : Under/Over voltage, Under/Over Frequency, Phase Failure. Phase sequencer reverse, over current, over KW. (b) Mechanical Protections : Under/Over speed, Low lub oil pressure, high engine coolant temp, Low fuel level alarm, start/stop fail, charging alternator fail. (iv) Cable entry gland plate with cable glands. (D) Foundation : DG Set shall be installed on new foundation block as per manufacture recommendation including excavation works for foundation, provision of cable ducts, making good any damages to existing structure, fuel piping from fuel tank to gen set with medium grade GI tubing and cold water piping system (Medium grade GI tubing from nearest water point to radiator of engine with brass tap and stop cock and fittings complete connecting the existing earthing strip to control panel, DG set and Generator

Supply, installing, commisioning & testing of Diesel Engine driven generator set of 30 KVA with AMF Panel complete with suitable acoustic Enclosure all as per central pollution control board guidelines, 50 cycles per second with 0.8 power factor, engine as per IS 10001/10002 and alternator as per IS-13364 complete. The engine and alternator shall be capable to take 10% over load for one hours in every 12 hours operation. The alternator of rating 30KVA of generator set shall be directly coupled with diesel engine mounted on common base plate with alternator and all as specified and comprising of the following. (A) Engine:- Vertical in line, three cylinder diesel engine of 30 KVA rated at 1500 RPM as per ISO 3046/BS-5514/649 or 10002 direct injection type with turbo charger and water cooled engine electric starting system, arrangement of starting and the engine shall be capable of running 12 Hrs continiously and with 10% of over loading for 01 Hrs in each 12 Hrs running. The engine shall be equipied with all standard fittings all as per manufacturer recommendation. Engine shall be directly coupled with alternator mounted on common base plate with the following.

(a) Battery 12V, 100AH with set of 01 No with battery charger extra and battery charger having electronic controll consist of diodes, rectifiers contacts, resistance etc. The battery charger shall be able to charge the battery at all time whenever electric supply is given to the battery charger flow control panel. (b) Heavy duty industial scilencer fitted with expansion joint and scilencer pipe duly lagging with asbestose rope from engine to out side power house building up to 0.50 Mtrs and independently supported with and including frame fixed to wall/floor. (c) Fly wheel with coupling bolt (d) Lub oil filter. (e) Instument panel comprising of micro processor based controller for meassuring parameters like coolent temperature, running hrs, lubricating oil pressure etc. (f) Engine speed governor (Electro mechanical) class A-1, governing as per BS 5514. (g) Air filter (Dry Type). (h) Turbo charger of suitable capacity. (j) Oil pump for forced feed lubrication. (k) Fuel Injuction Pump. (l) Fuel filter double bowl.

(m) Micro processer based controller in panel for high cooling water temp and low lub oil pressure with alrm and shut down facility. (n) Radiator. (o) Flexible rubber coupling. (p) Set of fuel pipes of suitable length. (q) Base plate. ® Fuel tank capacity as per manufacture design with all connecting pipe and fabricated MS Stand including lavel gauge. (s) Anti vibrating pads and mounting for the gen set, Engine and alternator. (t) Lagging of exhaust mani fold with asbestos rope to exposed pipes. (u) 40 mm long flexible exhaust pipe with end flunged. B Alternator Alternator of rating capacity 34 kw (30 KVA)& capable to take 10% extra load at every 12 hours interval for one hours, 3 phase, 4 wire, 50 HZ, 415 volts, 0.8 power factors, 1500 RPM self excited self regulated required to be coupled with above engine. The alternators shall be comforming to IS-4722 & IS-4728 as per following specification. (a) Type:- Silent poles, single bearing brushless type suitable for direct coupling to engine. (b) Rating:- Guaranteed to deliver required output at the ambient temp conditions, suitable for an over load of 10% for 1 hour every 12 hours operations. (c) Self excited - self regulated. (d) Volatage Regulations:- Suitable for taking rated load immediately after machines reaches rated voltage and speed

(f) vibration : Suitable for direct coupling with engine and mounted on common MS chanel base frame. (g) Enclousure : Screen protected drip proof enclosure with IP 23 degree of protection. (h) Cooling : Air cooled type with radial fan mounted on rotor. (j) Winding and insulation, insulation class H as defined in IS 4722 (k) Control panel shall be provided with PC 1.1 controller and digital display for measuring of line /phase voltages/current, frequency etc. and having MCCB of 63 Amp with over loaded and short circuit protection. C AMF PANEL (i) Standard controll panel for DG Set shall be made of fabricated sheet cubicle type with front hinged cover with internal copper wiring and or suitable size complete with micro precessor based controller with following features. (a) State of the art compact microprocessor based with configurable technology. (b) Integration of all engine and alternator parameters. (c) for ease of viewing high performance graphical LCD and prominent Display. (d) Event loging history for easy of maintenance/service. (e) Capability of with standing wide range of operating temperature. (f) Individual touch button for manual auto and test mode. (g) LED Indication for gen set status and alarms. (h) Battery condition monitoring. (j) Statical cumulative counters like no of sarts, engine run hrs, KWH. (k) Setting provision for different parametres on front panel.

(l) Two nos MCCB 63 Amp, 25kA breaking capacity, one for main supply and other for DG supply. (m) Two no contactors of 63 Amp capacity for main & DG. (n) Aluminium bus bars of 100Amp capacity provided with termination.(ii) Display Parameters (a) Electrical Parameters : Phase voltage, line current, frequency, average voltage, average current, KW, KWH, KVA, KVAR, PF, Earth fault current. (b) Mechanical Parameters : Lub oil pressure coolant, temp, engine speed, fuel status, engine run hrs, battery voltage (iii) Protection (a) Electrical Protection : Under/Over voltage, Under/Over Frequency, Phase Failure. Phase sequencer reverse, over current, over KW. (b) Mechanical Protections : Under/Over speed, Low lub oil pressure, high engine coolant temp, Low fuel level alarm, start/stop fail, charging alternator fail. (iv) Cable entry gland plate with cable glands. (D) Foundation : DG Set shall be installed on new foundation block as per manufacture recommendation including excavation works for foundation, provision of cable ducts, making good any damages to existing structure, fuel piping from fuel tank to gen set with medium grade GI tubing and cold water piping system (Medium grade GI tubing from nearest water point to radiator of engine with brass tap and stop cock and fittings complete connecting the existing earthing strip to control panel, DG set and Generator

HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, Part-II, DN/ID- 150mm of presure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for pipe, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose.

HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, Part-II, DN/ID- 200mm presure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for pipe, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose.

Cement concrete in 1:4:8 type D-2 (using 40 mm graded stone aggregate) in foundation bed for laying of sewage lines or mass concrete, complete all as specified and as directed by Engr-in-Charge.

Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 metre mean radius, using old size bricks, built in cement mortar 1:6 , complete all as specified and as directed. .

15 mm thick cement plaster on the fair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement,all as specified and directed by the Engr-in-charge.

Cement concrete 1:3:6 type C-1 ( Using 20 mm graded crushed stone aggregate ) as in surface channel or drain including necessary form work etc, complete all as specified and as directed by the Engr-in-charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc., complete all as specified and as directed

Mild steel bars 16 diameter as in rungs or water bars for window frames; window guard bars, plain, let in and fixed independently in RCC structure, L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165

MS TMT bars (Epoxy coated) 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, Complete all as specified and directed

Pre-cast RCC 1 : 2 : 4, type B-1 (using 20 mm graded stone aggregate) in cover slabs for man holes with plain faces finished fair and smooth etc, set in CM 1 : 4 and including necessary formwork if required, complete all as specified and directed.

Excavating over areas, exc 1.5 m deep & not exc 3.00 m deep and getting out in any type of soil, complete all as specified and as directed.

Site clearance for sewage line , complete all as specified and as directed.

Reinforced cement concrete( Design mix ) M-25, (Using 20mm graded stone aggregates) as 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 as directed.

Reinforced cement concrete( Design mix ) M-25, (Using 20mm graded stone aggregates) walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached plasters and buttresses, complete all as specified and as directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) fair and finished curved surfaces of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and as directed.

Formwork to faces of circular walls, retaining walls, abutments, parapets and staircase railings and similar work fair and finished curved surfaces including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and as directed

TMT bars (Epoxy coated) 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 0.9 mm dia or securing with clips, complete all as specified and directed.

Cast iron frame and cover minimum 600mm dia heavy duty as in manhole cover, frames, railings and similar articles, complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 riund or 3/4 section) in cement concrete 1:2:4, type B-1 smooth finished, and reforming benching as required for 150mm internal dia of pipe, complete all as specified and directed

Ditto for removing existing branch drain, making good to walling and rendering, cutting out branch channel, and making good benching for 150mm internal dia of pipe, complete all as specified and directed.

75mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and directed.

Providing precast cement concrete 1:2 :4 in road side kerb stone etc (of any section indicated) with plain fair faces, including chamfers, weathering, throating etc and setting in cement mortar 1:4 complete with joints to match as directed by Engr-in-Charge.

All as per BOQ Item at Srl No. 60 above here n before but except Kerb stones, complete all as specified and as directed.

Machine pressed rubber moulded manufactured/compacted by vibrating table method pre-cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment laid over 300mm thick sand cushioning and joints filled with sand, complete all as specified and directed.

All as per BOQ Item at Srl No. 62 above here n before but except tiles, complete all as specified and as directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil, omplete all as specified and as directed.

Add to (or deduct from) BoQ Srl item No. 64 above for every 3 cm or part thereof above or below 15 cm average depth, complete all as specified and as directed.

Excavation over areas n exc 1.5 M deep and getting out in soft disintegrated rock, complete all as specified and as directed.

Rolling and consolidating formation surfaces in cutting with power roller 8 tonne & n exc 12 tonn, complete all as specified and as directed.

100mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and directed.

Machine pressed rubber moulded manufactured/compacted by vibrating table method pre-cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100mm thickness, M-50 grade with grey cement and pigment & laid over 50 mm thick sand cushioning and joints filled with sand, complete all as specified and directed.

Grubbing up tree trunk of girth exc 30 cm but n exc 100 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling of ground, stacking of serviceable material and removing of unserviceable material outside the MoD land and clear off site complete all as directed.

Outsourcing of services for operation and maintenance of 300KLD Sewage treatment plant at PB Enclave Deploying 01 (One) FGM (Semi-Skilled) in one shif, each shift of 08 hrs, total 03 FGM (Semi-Skilled) in three shifts per day and one mate (unskilled) in one shift, each shift 08 hrs, total 01 mate (unskilled) for one shift per day to be deployed for performing duties including handling of all the T&P and materials required for operation including maintaining all documents/register etc, complete all as specified and directed by Engr-in-Charge. Note :- (i) Total 03 FGM (Semi-skilled) and 01 one mate (unskilled) to be deployed per day (ii) Contractor has to quote their rates for a period of 24months, i.e. defect liability period which shall include all necessary accessories, lubricant and spares as required for efficient and smooth run of plant except "fuel" which shall be issued under sch 'B' free for run.

All as per Sr Item No. 71 above but except the following, Note :- Contractor has to quote their rates for a period of 36months which shall commence after the period of defect liability period and shall include all the necessary lubricant except the following:- (a) Fuel shall be issued free for run under Sch 'B'. (b) Spare parts as required shall be arranged by the department and provided free for fixing (Contractor quoted rates shall include fixing of spares only)

Outsourcing of services for operation and maintenance of 100KLD Sewage treatment plant at Chibber Enclave Deploying 01 (One) FGM (Semi-Skilled) in one shif, each shift of 08 hrs, total 03 FGM (Semi-Skilled) in three shifts per day and one mate (unskilled) in one shift, each shift 08 hrs, total 01 mate (unskilled) for one shift per day to be deployed for performing duties including handling of all the T&P and materials required for operation including maintaining all documents/register etc, complete all as specified and directed by Engr-in-Charge. Note :- (i) Total 03 FGM (Semi-skilled) and 01 one mate (unskilled) to be deployed per day (ii) Contractor has to quote their rates for a period of 24months, i.e. defect liability period which shall include all necessary accessories, lubricant and spares as required for efficient and smooth run of plant except "fuel" which shall be issued under sch 'B' free for run.

All as per Sr Item No. 72 above but except the following, Note :- Contractor has to quote their rates for a period of 36months which shall commence after the period of defect liability period and shall include all the necessary lubricant except the following:- (a) Fuel shall be issued free for run under Sch 'B'. (b) Spare parts as required shall be arranged by the department and provided free for fixing (Contractor quoted rates shall include fixing of spares only)

Note for BoQ Sr Item No. 71 , 71.01, 72 and 72.01 :- (i) The Contractor will ensure suitable replacement of Electrician/FGM Pipe/ Pipe Fitter/ Mate on rest days and wages for the same deemed to included in the unit rates quoted against items of M&O. (ii) The Contractor shall produce details of the persons deployed by him his skilled/unskilled persons like name, aadhar no., Aadhar linked bank Account no.,Experience Certificate EPF No. and ESIC No. within a week of acceptance of tender. The work wii be commenced only after submission of requisite documents. (iii) The Contractor shall ensure that his persons will always be present in shift. (iv) The Contractor shall be responsible for maintaning the complete area (i.e. insisde the boundary wall) such as building, hard standing, footpath etc in neat and clean position. All necessary T&P for cutting/cleaning of grass and vegetation will be arranged by the contractor without any extra cost. (v) The Contractor shall provide uniform, raincoat, protective clothing such as hand gloves, helmet, safety belt, first aid box and shoes etc to all the persons on duty and the cost of the same is deemed to be included in the quoted rate of the item of M&O here-in-before. The uniform shall have the name of the contractor and MES written on the shirt pocket (Left & Right side). (vi) The persons deployed by the contractor should have experience of nature of work under this Contract Agreement. (vii) The Contractor shall provide log sheet and maintain the same on daily basis and the cost of the same is deemed to be included in the quoted rate of BoQ here-in-before.

(viii) The Contractor shall make payment to his staff employed for this work every month accounted for the date of commencement of the work and submit it to Engr-in-Charge bank statement/individual's Passbook, EPF and ESIC details as proof of payment. (ix) Stacking the sludge cakes properly. (x) Cleaning the blockages in any pump/pipeline. (xi) Supplying/Distributing the treated water regularly as per directions. (xii) Complete Cleaning of grits and Channels daily. (xiii)Brooms and Cleaning materials will be arranged by the contractor. (xiv) During Cleaning, safety Equipments will be supplied and arranged by the Contractor. (xv) Removing the algar/sludge in the Tube settler and Keeping the Surrounding Area Clean. (xvi) Mixing of Chemicals as directed. (xvii)Daily, weekly, monthly, quaterly, Half Yearly and Yearly maintenance of Equipments. (xviii) Periodic Cleaning as and when required of oil and grease trap and screen chamber including any heating inorganic waste to avoid clogging of pumps. (xix) Bar Screen Chamber (xx) MBBR Reactor (xxi) Air blower (xxii) Tube Settler (xxiii) Filter Feed Pump

(xxiv) Filteration system (xxv) Feed Pump and Raw water seed pump. (xxvi) Inter connecting pipe. (xxvii) Chlorine Contact Tank / Hypo Dosing tank (xxviii) Valves (xxix) Sludge Drying Bed (xxx) Electrical System and DB/Panel. (xxxi) Oil and Grease Trap. (xxxii) Raw water Collection sump. (xxxiii) Installed Machinary for treatment of Water Supply (xxxiv)Treated Water tank installed with STP (xxxv) Sewage Well with Pump.

CREDIT SCHEDULE: Deduct credit schedule Part-III Rs 1,43,000.00 (Minus) as listed in Schedule. Note: Tenderers will not quote against this item being a firm amount. Contract Sum will be worked out after deducting the credit schedule amount during acceptance of tender.

TRIVENI CONSTRUCTIONS

RYSA INFRATECH PRIVATE LIMITED

M/S KIRAN CONSTRUCTIONS