Tender For Provision Of Perimeter Road And Connected Items At New Location Af Station Sonegaon.; 1 ROAD WORKS 2 Earth work in excavation of all kinds of soils by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified anddirected. 3 Removing excavated material to a distance exc. 250m but n.exc. 500m and depositing where directed at a level n.exc. 1.5 m above the starting point and depositing Complete all as specified and directed. 4 Removing excavated material to a distance exc.1.50 km and n.exc 5.0 km and depositing where directed at a level n.exc. 1.5m above the starting point and depositing Complete all as specified and directed. 5 Rolling and consolidating to required gradient and camber with power roller of capacity exceeding 8 tonne but n.exc 12tonne to achieve 98 % OMC, soaked CBR at 6% and rolling with vibrator roller of capacity 80-100 KN complete all as directed. 6 M&L for Moorum/red bajri filling in floors or pavings, laid in layers n.exc. 15 cm thick, spread, levelled and rammed including watering, consolidated to required gradient and camber with 10 to 12 Tonne power roller complete all as specified and directed. 7 M&L for 200 mm thick (compacted thickness) GSB Grade IIin single layers of as specified Table 900-1 of MoRTH specification for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag of combination there of as per the grading requied. The materials are mechanically mixed, spread and levelling and rolling with vibrator roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density. Consoldating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specification for Road and Bridge works 2013 Complete all as specified and as directed. 8 M&L for 100 mm thick (compacted thickness) GSB Grade II in Single layers of as specified Table 900-1 of MoRTH specification for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, of combination there of as per the grading requied. The materials are mechanically mixed, spread and levelled and rolling with vibrator roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consoldating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specification for Road and Bridge works 2013 Complete all as specified and as directed. 9 M&L for 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) (laidin 2 layer of 75 mm each layer) grading as per table 400-13 of MoRTH specification for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 Complete all as specified and as directed. 10 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. 11 M&L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less with 4% binder content of paving bitumen any penitration by weight of total mix.) Complete all as specified and directed. 12 M&L for semi-dense asphaltic concrete of 40mm consolidated thickness with 5.5% binder content of paving bitumen any penitration by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed. 13 Applying evenly a priming coat with bituminous primer at 10 kg per 10 sq metre Complete all as specified and directed. 14 Applying evenly a tack coat with bituminous primer at 5 kg per 10 sq metre Complete all as specified and directed. 15 S&F of 150 mm dia Reinforced concrete pipes,class NP3, laid under WBM road to allow the water pass through it as drain pipeand Concrete bed (1:4:8) Type D2 to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested Complete all as specified and directed. 16 S&F of 450 mm dia Reinforced concrete pipes,class NP3, laid under WBM road to allow the water pass through it as drain pipe etc ,Complete all as specified and directed. 17 M&L for prepairing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc, and the like n.exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed. 18 Supply and fixing cat eye solar reflective type of metel body alloy size 100mm X 100mm X20mm with PMMA strip lens reflector model No. DA 972.0 fixed with and including MS studs of suitable size as per manufacturer instructions complete all as specified and as directed. 19 S & F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflactors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600mm ht duly powdre coated and thermo plastic elastomer 3bands of green , red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and as directed. 20 Earth work in excavation of all kinds of soils by mechanical means (hydraulic excavator) means over areas (exceeding 1.5 m and n.exc. 3.0m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as directed. 21 Earth work in excavation of all kinds of soilsby mechanical means (hydraulic excavator) means over areas (exceeding 3 m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified anddirected by Engineer-incharge. 22 M&L for Plain Cement concrete in foundations filling and mass concrete (1:4:8) typeD-2 using 40mm graded stone aggregate Complete all as specified and as directed. 23 M&L RCC M- 30 design mix using 20 mm graded stone aggregate in foundation, including rafts, footing, foundation beams, plinth beam, bases for column, slab for culvert etc complete as specified and as directed. 24 M&L RCC M-30 design mix using 20 mm graded crushed stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. 25 M&L RCC M-30 design mix using 20 mm graded crushed stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. 26 Use and waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat and fair finished surfacecomplete all as specified and directed. 27 Use andwaste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, flat and fair finished surface complete all as specified and directed. 28 Use andwaste of Formwork to sofits of suspended slabs such as roof slabs, floor slabs, landings and similar work, exc. 200 mm thick (horizontal or sloping), rough finished surfaces of concrete in flat complete all as specified and directed. 29 Use andwaste of Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide RCC/PCC band in walls, spanning and opening complete all as specified and directed. 30 M&Lfor Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified. 31 Returning filling in including spreding lavelling, watering and well ramming in layers n.exc 25 cm. 32 Excavating in trenches n exc 1.5 m width and n exc 1.5 m in depth for foundation etc n exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed. 33 M&LBrickworkwithsubclassBoldsizebricks, straight or curved on plan exceeding 6m mean radius,builtincementmortar(1:4)competeallas specified and as directed. 34 M&LRendering15mmthickonfairfacesofbrick work or concrete surface in cement plaster1:3 finishing the surface even & smooth with using extra cement & with WPC (WPC will be measured & paid seperately) complete all as specified & as directed. 35 Supply only Integral waterproofing compound. 36 M&L2 coat of cement base paint on plastered surface of brick work complete all as specified and as directed. 37 M&LPCC(1:3:6)typeC-1(using12.5mmgraded stoneagggregate)asincoping,benchingof manholes, blocksforfixing of rungs andsimilar works including weathering, slightly rounded or chamferedanglesandthroating asdirected including necessary form work complete all as specified and as directed. 38 S & F Speed Breaker (Yellow and black ) having high resistance to impact and harsh weathet conditions, rubber body of size width 400-500 mm, height50mm max at centre including fixing on road with appropriat adhesive and nails as per manufactures instruction complete all as specified and as directed. 39 S & F Stainless steel (Grade 304) hollow round or square pipe of any dia / size fixed as in posts / sheds / chair / railing and making frame structure as per design approved by AGE / GE for fixing sign board with knock - down fixing system & Top Mounted Round Baluster made of 38 to 50 mm dia Stainless steel 304 grade, channels, plates etc, including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engr - in - Charge/ GE with and including making post holes or similar each n.exc 0.50 cum demolishing concrete and getting out, at least one / third height of poles / posts shall be embedded in PCC 1:2:4. The height of posts / poles shall be 1.5 to 2.5 mtr from ground level complete all as specified and directed. 40 S & F direction sign board of any size with 2mm thick aluminum composite panel comprising both side high intensity prismatic grade retro reflective sheeting as base and with cut out massage ( legends / borders letter / numerals etc) as directed with high intensity prismatic grade retro reflective sheeting both side site of boards with epoxy powder coating including fixed over framed work of stainless steel all as specified and directed by Engineer- in - charge/ GE. The follwing specification for sign board to be used :- (i) Paper used for printing should be 170 GSM 3M Reflective Vinyl.(ii) Printing of letter with Mutoh Eco Solvent.(iii) Base ofMaterial should be used should be 3mm Alcabond. 41 M&L forPlain Cement concrete in foundations, filling and mass concrete (1:3:6) typeC-2 using 40mm graded stone aggregate Complete all as specified and directed. 42 M&LPCC(1:2:4)type B-1(using12.5mmgraded stoneagggregate)asincoping,benchingof Drain, blocksforfixing of rungs andsimilar works including weathering, slightly rounded or chamferedanglesandthroating asdirected including necessary form work complete all as specified and as directed. 43 M & L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extracement, including forms, moulds, mitred / stopped ends etc complete all as specified and as directed. 44 Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed. 45 EXTERNAL ELECTRIFICATION WORKS 46 Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation of poles, stays, laying of UG cable/ pipes & getting out in hard/densde soil complete all as specified and as directed. 47 Excavating in trenches exceeding 1.5 m wide and exceeding 3.0 m in depth for foundation of poles, stays, laying of UG cable/ pipes & getting out in hard/densde soil complete all as specified and as directed. 48 Removing excavated material (soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 49 M & L for providing dry river sand as in sand cusioning for underground cable protection including punning down sand in layers complete all as specified & directed.Note: Only punned thickness of sand shall be considered for measurement purposes. 50 Supplying and laying common burnt clay sub class ‘B’ bricks of size 230 mm x 113 mm x 75 mm, laid perpendicular to axis of cable for protection of LT cables complete all as specified and directed. 51 Supplying and laying GI pipe Light grade (ISI marked) 50mm bore with connecting accessories, laid under road/ drain/fixed on wall etc forprotection of cables complete all as specified and directed 52 Supplying and laying GI pipe Light grade (ISI marked) 80mm bore with connecting accessories, laid under road/ drain/fixed on wall etc forprotection of cables complete all as specified and directed 53 Supply install, testing and commissioning of transformer platform / plith mounted 100 KVA step down, Energy Efficiency level 3 outdoor type 11/0.433 KV, 50 HZ, AC double wound core type, copper wound, oil immersed, air naturality cooled with external cooling tubes, transformer delta connection on HT side and star connection LV side in accordance with vector sybol DyN-11 (vector group 4)with off load tap changer on HT side to vary secondary voltage +/-7.5% in equal step of 2.5%as per IS 1180 (Part-I 2014). The voltage regulation shall be as per IS including first fill of transformer oil upto appropriate level as per IS-335 all as specified and directed comprising with and including the following specification:-(i) 01 No of cable end box on HT side consisting of 03 Nos porcelain bushing with bushing brass rods, nuts, washers, & cable glands suitable for reception of HT 11000 V grade XLPE insulated heavy duty cables including glands complete.(ii) 01 Nos cable box on LT side consisting of 03 Nos porcelain bushing with bushing brass rods and nuts washers and cable glands of suitable for reception of LT 1100 votls grade XLPE insulated heavy duty including glands jointcomplete.(iii) Oil conservator with filter type drain valve and oil level guage.(iv) Explosion vent with double diaphragm & sight glass.(v) Thermometer pocket.(vi) Two Earthing Terminal on tank body to facilitate fixing of 32x6 GI strips.(vii) One No Thermometer dail type vapour pressure typ having range 0-120 degreecentigrade with maximum temperature indicator and re-setting device and marked maximum temperature reading pointed.(viii) Rating plate with terminal marking plate.(ix) Oil level guage.(x) Oil drain filter valve. 54 (xi) Oil filling port on top cover with plug.(xii) Air release valve/plug.(xiii) 04 Nos plain solid cast steel detachable rollers.(xiv) First fill of transformer oil confirming to relevant to IS and tested upto 60 KV dielectric strength.(xv) Inspection cover.(xvi) Silica gel breather without/with connecting pipe, first fill of dehdrating agent.(xvii) Cover lifting eyes.(xviii) Oil temp indicator of approved range, including shut off valve between conservator and main tank.(xix) Additional/ Extra bushing for neutral outside of LV side.(xx) The factory inspection is to be carried out by inspecting officer detailed by accepting officer.(xxi) PCC Plateform of size 2mtr width x 2 mtr length x 2.5 mtr height (height 1 mtr below the ground and 1.5 mtr above the ground) for mounting of transformer made up of PCC 1:2:4 using 20mm graded stone aggregate solid block and making all faces fare using extra cement as per manufacturer design of required length width and height including earth work complete. 55 Supplying and erecting steel tubular swaged poles complete with MSbase plate, finial taper plug, bolts, nuts & screws as per IS-2713 Part -II 1980 complete as specified, type 410 SP-55 (11.00 meters long) including painting with one coat of red oxide primer and two coats of aluminum paint on exposed surfaces & one coat of red oxide primer and two coats of bituminous paint for embedded portion complete all as specified and as directed. 56 M&L MS cross arms bracings supports clamps and back plates fabricated from structural steel sections including nuts bolts washers welding bending cold or hot drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat one under coat and one finishing coat of paint complete all as directed. 57 M&L MS anti climbing device spikes type fabricated out of MS bars (round, square and flat) including nuts, bolts washers and welding in two halves made to shape to suit the cross section of the pole complete all as directed. 58 M&L danger notice plate 1.6mm thick mild steel sheet, vitreous enamelled white, with letters figures and conventional scull and bones in signal red colour and fixed with MS clamps bolts and nuts of approved size for HT 25 x 20cm size. Complete all as directed. 59 M&L Switch Air break gang operated Trpple pole, mechanically operated mounted on insulator and steel frame with operating mechanism worked from ground level for current rating 200 amps, 11000 volts complete all as directed. 60 M&L lightening arrester high tension expulsion type complete with all fittings 11000 volts transmission class, discharge capacity 65 kilo amp. 61 Supply, laying & testing HT Cable XLPE insulated, screened PVC bedded, galvanized steel strip or wire armoured electric power cables (heavy duty) with aluminium Conductor, 11000 volts grade cross sectional area of size 95 Sqmm 3 Core Complete. 62 Supply and fix cable jointing kit for 11KV (earthed) grade cable for outdoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size 95 Sq mm. 63 Supply and fix cable jointing kit for 11KV (earthed) grade cable for indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size95 Sq mm. 64 Supplying, laying, testing and Commissioning cable XLPE of size 95 sqmm 3.5 core insulated aluminium conductor, stranded, armoured, PVC sheathed, LT 1100 volt grade, heavy duty as per IS-7098 and providing suitable lugs and cable glands, laid in trenches/ ducts/fixed to wall/ roof/ polescomplete all as specified and directed.Note:- Excavation shall be measured and paid separately. 65 Supplying, laying, testing and Commissioning cable XLPE of size 70 sqmm 3.5 core insulated aluminium conductor,stranded, armoured, PVC sheathed, LT 1100 volt grade, heavy duty as per IS-7098 and providing suitable lugs and cable glands, laid in trenches/ ducts/fixed to wall/ roof/ polescomplete all as specified and directed.Note:- Excavation shall be measured and paid separately. 66 Supplying, laying, testing and Commissioning cable XLPE of size 50 sqmm 3.5 core insulated aluminium conductor,stranded, armoured, PVC sheathed, LT 1100 volt grade, heavy duty as per IS-7098 and providing suitable lugs and cable glands, laid in trenches/ ducts/fixed to wall/ roof/ polescomplete all as specified and directed.Note:- Excavation shall be measured and paid separately. 67 Supply and fixing LED street light fitting 70 watt 230 volt AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as directed. 68 Supply and fixing street light bracket made up of 1.5 mtr light grade GI pipe 40mm bore bend to shape up to 120 degree angle including clamps nutbolts washer etc. 69 S&F FRP (fibre reienforce plastic) box of size 400x300x190 to suit the cable connections provided 4 pole connected for incoming and outgoing including support clamps fabricated from MS flat of size 25x6mm including nuts, bolts, wahsers welding, bending cold or hot, drilling holes for bolts in any shape or size including the two coat of aluminium paint over the one coat of red oxide primer and 4 pole connector 30amps capacity and SP MCB of 6 amps 02 Nos mounted on dinrail complete all as specified and as directed. 70 M & L for concealed sub main wiring using four run single core PVC insulated, unsheathed stranded copper conductor cable of size 2x1.5 Sqmm of voltage rating up to and including 1100 volts drawn in and including PVC concealed conduit of dia not less than 25mm with all fittings and accessories, along with one run of PVC (green colour) insulated, unsheathed, stranded copper conductor of size 1.5 Sqmm (green colour) as earth continuity conductor all as specified and directed.Note : Two runs of single core PVC cable with one run of earth conductor and conduit shall be measured as one unit. 71 Supplying and erecting steel tubular swaged poles complete with MSbase plate, finial taper plug, bolts, nuts & screws as per IS-2713 Part -II 1980 complete as specified, type 410 SP-31(9.0 meters long) including painting with one coat of red oxide primer and two coats of aluminum paint on exposed surfaces & one coat of red oxide primer and two coats of bituminous paint for embedded portion complete all as specified and as directed. 72 Earthing complete with galvanisedearth plate electrode 60 cm x 60cmx 6 mm thick, buried directly in ground vertically (earth pit not less than 2.25 m deep below ground level) with top edge of the earth plate not less than 1.5m below ground level, connected to GI earth lead wire 4.0 mm dia by means of boltsand nuts check nuts and washers of galvanized iron and connected to main switch board including watering arrangement with PCC chamber, MS funnel, wire gauge. CI cover with frame etc including necessary excavation in any type of strata, returning, fillingremoval of soil, filling ofcharcoal andsalt complete all as shown in electrical plate No. 5 of MES Sch Part I, connected to Earthing test point complete all as specified and as directed and testing on completion. 73 Earthing complete with galvanized steel earth plate electrode 60 cm x 60cmx6 mm thick, buried directly in ground vertically (earth pit not less than 2.25 m deep below ground level) with top edge of the earth plate not less than 1.5m below ground level , connected to GIstrips of size 32 x 6 mm as earthling lead by means bolts and nuts check nuts and washers of galvanized iron and connected to main switch board including watering arrangement with PCC chamber , MS funnel, wire mesh.CI cover with frame etc including necessary excavation in any type of strata, returning, fillingremoval of soil outside MD land ,filling ofcharcoal andsalt complete all as shown in electrical plate No. 3 of MES Sch Part I, connected to Earthing test point all as specified and directed on testing on completion. 74 M & L for Earth continuity conductor with GI strip 32 x 6mm fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. all as directed. 75 Supply, Install, Testing and Commissioning CPRI type tested, factory made,totally enclosed, IP 52 dust, weather and vermin proof, LTPanel outdoor type for 415V, 3 phase 4 wire, 50 Hz ACsystem made out of CRCA steel sheet 3.2 mm thick with TPN tinned Aluminium bus bar of rating 1.5 times that of controlling MCCB supported on F class DMC/FRP insulator with short circuit withstand capacity 21 MVA for 1 second, neutral bus bar of capacity of that of phase bus bar , general construction confirming to IS-8623/93, havingbottom base channel of MS section not less than 75mm x 75 mm x 6 mm, entire panel having common aluminium earth bar of size 25mm x 5mm at the rear with 2 Nos earth stud, solid connection from main bus bar to switchgears with required size ( minimum 1.5 Sqmm)PVC insulated copper conductor cable , cable alleys, cable gland plates in two half includingLED indicatinglamp for all phasesand ,mounted on suitable PCC foundation for the complete panel base with following detailed specification,control and accessories complete:-(a)MCCB 4 pole 160 Amps, fixed thermal and magnetic setting, Ics=100%Icu, 35 KA, 50 Hz (for incoming) - 01 No(b) MCCB 4 pole 63 Amps,16 KA, 50 Hz - 04 nos (O/G)(c)Digital Multifunction meter withselector switch and three current transformers of suitable ratio and capacity - 01 Set(d) Indicating lamp for three phase - 03 Nos 76 Supply and install timer panel of capacity 12 KW 3 phase 415 volts with astronomical switch confirm to IS/IEC 61439 & 60529 IP 54 wiring with FRLS wires in built short circuit protection with class H insulation with 63 amps TPN MCB as incomer complete all as specified and as directed. 77 DG SET WORK 78 Supply, installation, testing and commissioning of diesel engine driven generating set, silent, with built in acoustic encloser, water cooled including AMF panel for standby power supply 415 volts, 03 phase, 4 wire, 50 cycles / sec, 100 KVA (80 KW or next nearest higher capacity) at 0.8 power factor complete with alternator directly coupled to diesel engine, mounted on common base frame & complete with self starter, fuel tank capacity not less than 08 hours fuel requirement & battery as per OEM, battery leads, sound proof canpoy etc. with features for automatic shutdown in the even of a circuit failure condition arising from low oil pressure, high coolant temperature, over speed etc. & microprocessor based genest with the following under mentioned features & all as specified & as directed including following specifications:- a) Alphanumeric LCD display with LED backlight.b) Operator interface.c) Suitable to provide a record of most recent fault condition & fault history.d) Complete alternator dat viz, voltage ph- ph, ph - netural, KVA, frequency etc.e) Complete engine data viz, starting battery voltage, engine temp, engine running hours, engine oil pressure etc.f) Control including provn of service adjustment & calibration of DG Set control function.g) DG Set shall be in compliance with latest CPCB Norms as applicable on date. 79 (A) GENSET SPECIFICATION:PRIMEMOVER RATING : 100 KVA/80 KWNO OF PHASE: 03POWER FACTOR : 0.8 (LAG)CURRENT RATING: 139.12 Amps(B) ENGINE SPECIFICATIONType - Four strokeCOOLING: WATER COOLEDASPIRATION: TURBO-CHARGEDNO OF CYLINDERS : 06, IN- LINERPM: 1500GOVERNOR : MECHANICAL(C) ALTERNATOR SPECIFICATION:VOLTAGE:415RPM/FREQUENCY: 1500/50 HZENCLOSURE : IP 23VOLTAGE REGULATION (MAX) : +/-1 %INSULATION CLASS : H CLASS(D) CONFORMANCE STANDARDS:IS 4722, BS 5000, IS 1460, ISO 8528, BS 5514, ISO 3046.(E) MAKE OF ENGINE: CUMMINS/ KIRLOSKAR GREEN/ ASHOK LYLAND(F) MAKE OF ALTERNATOR : STAMFORD/ KIRLOSKAR ELECTRIC, CROMPTON GREEVES MAKE OF BATTERY : EXIDE/ AMCO/AMRON(G) Size/type/Number of battery : As per manufacture (OEM) recommendation. 80 (H) AMF PANEL SPECIFICATION :(i) SEB I/C: MCCB 4 P (Ics = 100% Icu) with thermal magnetic release, adjustable short circuit and adjustable overload setting having breaking capacity 50/65 KA of rating 200 Amps-01 Nos(ii) DG I/C : MCCB 4P (Ics=100% Icu) with thermal magnetic release adjustable short circuit and adjustale overload setting having breaking capacity 36 KA of rating 200 Amps-01 Nos.(iii) AMF O/G : MCCB 4P (Ics=100% Icu) with thermal magnetic release adjustable short circuit and adjustale overload setting having breaking capacity 36 KA of rating 200 Amps-01 Nos.The sizing / rating of all the connected accessories viz. Contactors, relays, timers, bus bars, connecting cables etc., of the AMF panel shall be in confirmity with I/C & O/G MCCBsNote: 1) Design / drawing of the AMF ofpanel & DG Set showing the dimension is to be obtained from DG Set/ panel board manufacturer/ supplier & is to be got approved from Engr-in-charge/GE before placing final order to the manufacture.2) The electrical connection of digital Multi Functional Meter in the AMF panel is to be done from load side so that monitoring of various parameters viz.. Voltage, Current, KW KVA Power factor, frequency etc can be done for both SEB mains & DG mains.3) The cost of servicing including minor repairs/replacement such as topping up of coolant, engine/lub oil, dieselas well as lub-oil filters including periodical checking of the complete DG Set & AMF panel for the complete defect liability periods as & when required is deemed to be included in the quoted rates. 81 4) Anything missed out in the technical specification buttechnically required for efficient working of DG Sets is deemed to be included in the quoted rates.5) The quoted rate shall be deemed to be inclusive of first fill of engine oil & final sucessful acceptance test.6) The quoted rate shall be deemed to be inclusive of 12 Hrs test run at site as specified in the PS in presence of rep of Accepting Officer: all testing arrangements/ equipments, resistive load including POL shall be made available by the contractor.7) The DG Set shall be supplied by the contractor after overall progress of main work of approximate 85%.(J) PCC Plateform of size 4.85 mtr length x 2.7 mtr length x 0.9 mtr height (height 0.3 mtr below the ground and 0.6 mtr above the ground) for mounting of transformer made up of PCC 1:2:4 using 20mm graded stone aggregate solid block and making all faces fare using extra cement as per manufacturer design of required length width and height including earth work complete.
