PROVN OF BOUNDARY WALL WITH CONCERTINA COIL ON TOP AND SECURITY LIGHTS AT REGULAR INTERVALS IN HASIMARA MIL STATION UNDER GE (S) BINNAGURI

Amount

(v) Completion of laboratory test, collection of data and preparation of draft report with software, final copy printing and submission of report 6 (six) booklet suggesting the type of foundation different depth of Bearing capacity minimum depth of foundation also to be recommended as per relevant IS code for each bore hole duly vetted by IIT/NITs, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval of design – 12Nos. (approx.) (vi) Following parameters will also form part of the subsurface investigation report to be submitted by the contractor and the same are within the scope of work:- (a) RL of the Ground level/Foundation level with ref to a BM should invariably be mentioned in the soil investigation report. (b) Recommended SBC should be given for:- (i) All the bore Holes. (ii) Minimum at three depth viz. 1.5m, 2.0m, 2.5m. (iii) SBC should be worked out for square/ rectangular/ annular/ strip/ raft footing of appropriate size as brought out in the preliminary structural design document. (c) Photographic record of geo-exploration as well as testing shall also form part of the report. (d) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncompacted sandy soil. (e) Swelling index and swelling pressure in respect of black Cotton soil and its depth/layer. (if any) (f) Depth of Gr. Water Table (GWT) in peak monsoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. (g) Recommendations for filling under floors. (h) Area Plan showing the bore hole location duly marked. NOTE: (a) Scope given above is approximate / tentative and not exhaustive. Actual requirement shall be worked out on the basis of actual requirement which may require to carry out more type of test and / or more number of test if technical requirement is not fulfilled / achieved without any additional cost. The work shall be executed accordingly

Preparation & Submission of Site Plan and Architectural Plan with details, Walk through and approval of conceptual plan and Architectural Plan with details from HQ CE Siliguri Zone, developing and submission of design and drawing for foundation of boundary wall with permanent specification complete duly vetted by IIT/NITs, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval of design & drawing, submission of approved design and drawing of adequate Nos. in soft and hard copy, preparation and submission of BOQ and walk through, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval and submission of approved schedule in soft and hard copy and etc as per latest IS codes and latest software complete. NOTE: for item No. 1 & 2 above (a) Contractor shall engage the consultant for carrying out the , Soil investigation and structural design as mentioned above. The consultant should be approved in MES in desired category by competent authority and name of the consultant required to be approved by Accepting Officer before the commencement of job. (b) Redesign of foundation of boundary wall to be done, if SBC is found to be more or less than the design SBC considered in TD, no design of foundation will be done if SBC is equal to the SBC of TD drawing. The design & drawing of superstructure of boundary wall should be followed as per TD drawing mentioned in tender documents. In this regards decision of Accepting Officer will be final, conclusive and binding.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any kind of soil ,complete all as specified and directed NOTE : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line / existing structure / services etc., it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this connection GE decision will be final, conclusive and binding.

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in any kind of soil complete all as specified and directed.

All as per Srl Item No. 4 here-in-before but for Add to (or deduct from) for every 5 cm or part thereof above or below 15 cm average depth in any kind of soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth and getting out in any kind of soil ,complete all as specified and directed NOTE : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line / existing structure / services etc., it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this connection GE decision will be final, conclusive and binding.

Returning, filling in, including spreading levelling watering and well rammming in layers not exceeding 25 cm in depth complete all as specified and directed.

Removing surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.

M&L for Cement concrete M-10 (Nominal mix)(using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

M & L for PCC M-7.5(Nominal mix) using 40mm graded stone aggregate as in foundation, filling and mass concrete for foundation concrete in poles/stays etc complete all as specified and directed

M&L for RCC M-25, design mix (using 20 mm graded crushed stone aggregate) 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 directed.

M&L for RCC M-25, design mix (using 20 mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for RCC M-25, design mix (using 20mm graded crushed stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed.

S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L for TMT bar 5 mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in binders, stirrups etc complete all as specified and directed.

Use & waste of 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 complete all as specified and directed.

Use & waste of Formwork to sides of pillars, posts, struts, piers, columns similar works square or rectangular in shape rough finished surfaces complete all as specified and directed.

Use & waste of Formwork to Sides and Soffits of Floor or Roof Beams, Lintels, Cantilevers, Shelves including Supports, Overhangs, etc. also splays between Floors and Beams, etc., rough finished surfaces of Concrete, complete all as specified and directed.

M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar(1:6) complete all as specified and directed.

M&L for rendering 15mm thick in CM (1:4) mixed with liquid water proofing compound @ 200 ml per bag of cement (or as per manufacturers instruction) on fair face of brick or concrete surface finished rendering even and fair complete all as specified and directed. Note:- WPC shall be measured and paid seperately under respective item.

M&L for rendering 15mm thick in CM (1:4) mixed with liquid water proofing compound @ 200 ml per bag of cement (or as per manufacturers instruction) on other than fair face of brick or concrete surface finished rendering even and fair complete all as specified and directed. Note:- WPC shall be measured and paid seperately under respective item.

Supply only liquid water proofing compound conforming to IS: 2645 - 1975 specification complete all as specified and directed.

M & L for applying Two 100 % Acrylic Exterior Emulsion paint in camouflage pattern (Three colours as approved by GE) as directed by manfucaturer through authorised applicator of manufacturer,s (Berger,Weather coat Advanced long life XP Brand/Asain Paints :Apex ultima Brand /ICI:Dulux Weather shield Max Brand/J&N:Safeguard Optima Brand over a coat of exterior wall primer on new concrete/wall surfaces at any height including all necessary scaffolding and safety measures complete all as specified and directed. . Note:. Second layer shall be applied after complete dried of Ist layer after written approval from GE and copy of approval shall be submitted along with his claim and each step shall be approved by Engineer-incharge

S & F PVC- (SWR) type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 110 mm dia, fixed to walls/floor/weep holes/ laid in trench incuding mild steel clamp @ 1metre C/C and connected fittings complete all as specified and directed by Engineer- in- charge .

S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed.

M&L for Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. NOTE : Each line wire to be measured.

Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed.

M&L for galvanised iron Concertina Coil fencing with required dia of 600mm and made with minimum 2.5mm dia wires and fixed at 3.00m height or as specified in drawing on Y shaped MS angle iron placed 2.4m or 3.00m apart and with 9 horizontal R.B.T strud tied with GI staples & clips to retain the coil in horizontal including necessary nuts & bolts or GI barbed wire tied to the angle iron including with reinforced barbed tape (R.B.T) / spring core wire of 2.5mm thick and weight not less than 43.5 kg per meter complete all as specified and as directed. Note:- MS angle iron shall be measured and paid seperately under respective item.

M&L for broken stone or boulders hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 100mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in sub-base complete all as specified and directed.

M&L for 75mm thick PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in floor and pavings and finished the surface even and smooth without using extra cement complete all as specified and directed.

M&L fot 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) 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 all as specified and directed.

S&F of 38mm wide Plastic dividing strips, 1.5mm thick and inserted in position, conform to the design complete all as specified and directed.

Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 3½ core with reduced neutral conductors (3½ core), nominal cross sectional area of main conductor 50 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.

Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 3½ core with reduced neutral conductors (3½ core), nominal cross sectional area of main conductor 25 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.

Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core with reduced neutral conductors (4 core), nominal cross sectional area of main conductor 16 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.

Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core with reduced neutral conductors (4 core), nominal cross sectional area of main conductor 10 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.

Supply and fixing LED street light luminaire 60 Watt Energy saving and environmental friendly long life made up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having IP-65 protection and Impact resistance of IK10 with 10 KV Built-in Surge Protection device with high performance LEDs,System Lumen Efficacy- > 120 Lm/Watt,power factor >=0.90, polyester powder coated with toughened glass having IP-66 protection, tempered protective polycarbonate diffuser, integrated high efficiency electronic driver with lower THD ,Colour Temp (CCT)- 6500 K operating range - 140 to 270 V, 50 Hz fixed with suitable fixing arrangement complete including LEDs with certification LM 79 for luiminare, LM 80 for LED source life span of minimum 50000 working hours under particular specification including fixing at any height and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.

Supply and fixing steel tubular poles type 410 SP - 31 (IS: 2713-1980) (9.00 metres long) including cast iron base plate, pole cap, swaged type including painted with two coat of aluminium paint over a coat of red oxide primer including 3 Nos bent/strips with yellow colour (300 mm wide each) synthetic paint at a distance from plinth block and marking pole No with black synthetic enameled paint including tarring two coat on steel surface embedded in concrete complete all as specified and as directed.

Materials and Labour for plain cement concrete (1:2:4) type B1 using 20 mm graded aggregate in lintels up to 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary from work complete all as specified and directed.

Supply and lay dry river sand filling for under ground cable protection with a layer of 8cm deep before laying and 15cm covering above the top edge of cable after laying complete all as specified and as directed. (Note: For payment purposes only punned down thickness of sand shall be measured )

Supply and laying for brick protection for protection of cable over sand cushioning cables inside the trench by using common brunt clay building bricks sub-class “B” old size brick and flat and width wise along the axis of the trench complete all as specified and directed.

Material and labour for 40 mm dia galvanized iron tube light grade for cable protection, supporting to poles, plinth protections, road crossing, trenches, footpath etc, including all fitting clamps, nut, bolt and washers complete all as specified and directed.

M&L for Earthing complete with Galvanised steel earth plate electrode of size 600 x 600 x 6 mm thick buried directly in ground with earth pit not less than 3.25 meter deep below ground level with top edge of plate not less than 2.5 meter below normal ground level connected to galvanised iron strip 32x6 mm as earth lead strip by means of nuts, bolts, check nuts, washers of galvanized iron as steel all as shown electrical plate No 3 connected to earthing test point all as specified or indicated including testing on completion, surrounded from all sides by mixture of charcoal and common salt and elctrode by means of steel and GI pipe medium grade 20mm bore dia bore for watering funnel with wire mesh, CI cover with frame , PCC chamber pit with PCC 1:3:6 type C-2 excavation and earth work all as shown in electrical plate No 3 connected to earthing test point all as specified. NOTE : 1. The unit rare includes for protection of GI pipe of 40mm medium grade and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI strip of 32x6 from top of earth plate upto 7.5 meter above ground level is deemed to be included in the unit rate. 4. All the joints in GI strip and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate

M&L for Earthing complete with galvanised steel earth plate electrode, 600 mm x 600 mm x 6.00 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with 4.0 mm dia galvanised earth lead wire by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe 15 mm bore (medium grade) and other end connected to earthing test point including providing funnel and watering pipe 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work, excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete all as specified and indicated including testing on completion.

Material & labour for security light bracket made out of GI pipe of light grade 1.6 RMx32mm dia for inserting of light fitting, properly shaped, bended, & fixed on the pole through MS flat by nut,bolt & washer of suitable sizes and painted with two coats aluminium paint over a coat of red oxide primer complete all as specified and as directed.

Supply and fixing factory made cable junction box IP-66 (weather proof), outdoor installation of size 155x210x92 mm for street light pole made of high quality polycarbonate (shock proof, rust proof, corrosion free, acid & chemical resistant, fire retardent) having high impact (IK-08) totally insulated made of Halogen & Silica free recycle material, UV resistant having high grade gasket made of polyurethene with GI Clamps and nut, bolt to fix on Steel tubular pole with cable entry of 10-25 sq mm with suitable size of terminals complete all as directed and specified.

Horizontal boring of holes by mechanical means, at under road/ pavement / hard standing etc.,not exceeding 15 Metres in length, in any type of soil, suitable for passing through 40 to 50 mm bore, galvanised steel tubing,and making good distrubed surfaces as per existing specification complete all as specified and directed. Note : GI pipe of dia 40mm will be measured & paid separately under respective items.

Supply, installation, testing and commissioning out door type Street light LT Control Panel of suitable size, CPRI type tested, Certification IEC 61439 ,factory fabricated totally enclosed, with suitable neoprene rubber gasket to make it completely dust and vermin proof, degree of protection not less than IP 55, conforming to IS : 60947 : 2004 double leaf shutter in front and single leaf shutter in rear side. The panel shall be provided with ventilation facility in the form of louvers for better heat dissipation and alluminium busbar wrapped with PVC tape/sleeves and maintained the colour code and copper strip busbar as per MCCB amps rated to MCCB input and MCCB/MCB output of suitable length for connection of cable from main busbar. Panel shall be fabricated with 3.15 mm thick CRCA sheet and pass through 11 tank process (certificate will be provided by the manufacturer) duly pre-treated & powder coated, framing with MS angle iron 40 x 40 x 6 mm duly pre-treated and powder coated paint over exposed external & internal surfaces having proper locking arrangement in both front and rear door with 4 side slanting roof duly projected, and suitable for 415 volts, 50 Hz, 3 phase 4 wire system including complete internal wiring with 2.5 sqmm copper wire and connections. The bottom of the outer shell shall be contained with detachable plate having provision for entry of armored cable of adequate size with glands. Inner shell shall be compartmentalized for each control gear. Provision of two Nos threaded earthing stud at bottom and lifting lugs of suitable size at top to lift the panel safely shall be made and comprising with and including following accessories and mounted on PCC (1:3:6) type C-2 foundation of suitable size and depth (min 30 cm below ground level & min 30 cm above ground level) including necessary excavation and earth work complete all as specified and as directed with and including the following accessories.:- Item Continued as 49.01 to 49.02

(f) Danger notice plate of size 25 x 20 cm of 1.6 mm thick mild steel sheet, vitreous enameled white, with letters, figures and conventional skull and bones in signal-red color and fixed with MS clamp and bolt and nuts of approved size for LT conforming to lS:2551 complete-02 nos NOTE : - (i) Design / drawing of the Panel Board showing the dimensions shall be obtained from Manufacturer / Supplier & shall be got approved from the Dept before placing final order to the manufacturer. (ii) Anything missed out in the technical specifications but technically required for efficient working is deemed to be included in the quoted rates.

Material & labour for Flexible PVC insulated multicore FR PVC sheathed multistranded copper conductor cable of 1.5 Sqmm x 3 core for voltage grade up to 1100 V conforming to IS 694 : 2010 for connection of light fitting from junction box or from over head conductors to fitting complete all as specified and as directed by Engineer-in-Charge.

Supply, Install, testing & commissioning of Silent type Diesel Engine Driven Generating set, 415 Volts, 10 KVA / 8 KW, 3 Phase, 4 wired, 0.8 power factor,50Hzs, 1500 RPM, self excited, self regulated with brushless excitation screen protected drip proof IP23 enclosure suitable for ambient condition at Hasimara (WB) fully wired Alternantor AC for output of 10 KVA continuously directly coupled with diesel engine water/liquid cooled, mounted on common base frame complete with acoustic enclosure (canopy) with CPCB-IV + norms, fuel line & accessories, control panel showing standard parameters of Engine and Alternator, control panel of suitable Amps as per DG set Capacity , exhaust pipe, fuel tank, anti vibration pads and other standard accessories , conforming to ISO -8528, IS 10002, BS-5514, IS-4722, 13364, BS EN 60034-I, PCC foundation work as per manufacturers instructions including earth work as per site requirement, and comprising of the folllowing, complete all as specified and directed. Item Continued as 51.01 to 51.04

(A) Alternator - Standard design alternator rated capacity of 10KVA/8 KW net out put at site after considering derating as per site condition at 0.8 (lagging)power factor, AC, 3 Phase, 4 wire, 415 Volts, 50 HZ, 1500 RPM, self excited, self regulated with brushless excitation screen protected drip proof IP23 enclosure, brushless design with windings in pole faces, insulation class 'H' , Temp rise class - 'H" and Voltage regulation of +/- 1% at rated voltage from No load to Full load,directly coupled with diesel engine through flexible coupling. The Alternator shall be suitable for tropical climate and shall conform to IS- 4722 , 13364 and BS EN60034-1 as amended upto date and shall be in position to generate supply with frequency regulation within +/- 1% tolerance

(B) Diesel Engine: Adequate capacity of Diesel Engine suitable to run 10 KVA with +10 % overload , alternator complete as per OEM recomendation , Water/liqiud cooled Diesel Engine to drive independently above the alternator cap and after considering derating as per site condition after generating and reducing power consumed by accessories directly coupled through flexible coupling, Injection System as provided by the engine manufacturer, cold starting 1500RPM, 4 stroke, 3 or 4 cylinder as per engine manufacturer design (inline), turbo charged to deliver suitable BHP at 1500 RPM under NTP conditions of BS-5514 and conforming to IS 10002 and ISO-8528, the engine is prime rated with 10% over load capacity for one hour in any 12 continuous hours of operation. The engine shall be provided with electrical starting arrangments and shall give the electrical out put of 10KVA at 0.8 power factor, 415 volts including standard accessories all as specified and required for safe handling and operation. The accessories comprising of following: -

1) (i) Radiator with blower fan including guard. (ii) Corrossion free coolant. (iii) Paper element filters for fuel, Lube oil, Bypass. (iv) Fly wheel housing and flywheel. (v) Flexible coupling. (vi) Dry type air cleaners. (vii) Stainless Steel exhust flexible bellows. (viii) 12/24V Battery of suitable AH Cap with Copper lead, Lugs and charging indicator. (ix) Turbo charger assly . (x) Fuel Injection eqpt with Electronic governor. (xi) Silencer : Residential type, Fuel Hoses, Lubricating Oil Pump, Air Cleaner Dry type, Electronic Governor/ as recommended by OEM.

(2) Generator Monitoring Panel : comprising of standard items as per standard practice ignition switch start & stop arrangement, Indication for Engine parameters, Hrs run meter, rpm meter, Oil pressure indicator, water/ Coolant temp indicator, Battery Volt displaywith State of the art Genset Controller) (i) Safety Controls : Engine low Lub Oil Pressure, high water temp and over speeding of engine. (ii) AVM Pads built or seperately mounted on manufacturer's base frame or as recommended by OEM. (iii) Acoustic Enclosure provided with DG Set shall be Powder Coated after pre-treatment Process, Outer body and door made of CRCA sheet of suitable thick, for outdoor instalation base frame painted with epoxy based black shade sound insulation 100mm thick rockwool (64kg/cum), illuminated with suitable cap LED lamp fitting with switch complete or as recommended by OEM suitable for above mentioned DG Cap. (iv) DG shall be conforming to approved as per CPCB-IV + Norms. (v) The Noise level shall be 75dB max at 1 meter under free field condition. (vi) The quoted rate shall be deemed to be inclusive of 12 Hrs test run with required qty of Diesel at site including of one hour on 10% overload in presence of representative detailed by Accepting Officer and all necessary arrangements are to be made by the contractor for test. Testing will be carried out till satisfication of Testing Officer.

Supply,installing, testing and commissioning Outdoor canopy type box (outdoor type) factory fabricated of size 0.6m(H) x 0.6m(L) x 0.4(W) to house undermentioned items weather dust and vermin proof fabricated out of 3.15mm thick CRCA steel sheet with 35x35x6mm channel iron supports at the base duly painted with synthetic enamel paint including connection of incoming and outgoing cable with suitable size lugs and gland with Key locking arrangement with the following:- (a) ON LOAD changeover Switch 32 Amps TPN 01 No (b) Necessary excavation, earthwork, PCC 1:4:8 type D2 and PCC 1:3:6 type C2 for platform complete as required (c) Indicator lamp of red yellow and blue for each phase 01 set

Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground embedded in concrete with and including clear vegatation on fencing and in floor area to facilatate demolition of any size and section complete all as specified and directed.

Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground embedded in natural ground with and including clear vegatation on fencing and in floor area to facilatate demolition of any size and section complete all as specified and directed.

Taking down galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75mm spacings, or any type and fixed to MS Nibs embedded in precast RCC fencing posts, struts, etc complete all as specified and directed.

Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

MAA BHAGWATI ASSOCIATES (BID ID -3478941)

M/S R. K. INDUSTRIES (BID ID -3477650)

M/s KASHMIRA SINGH BARMI AND SONS (BID ID -3478710)

NARSINGH DEVELOPERS LLP (BID ID -3478560)

DEEP NIRMAN (BID ID -3475231)

B D RAIZADA PROJCTS PVT LTD (BID ID -3478871)

DNS CONSTRUCTION COMPANY (BID ID -3478200)