Power Development Department Tender

Single Phase PT rated voltage primary equal to (132/√3) kV rms ,No. of secondaries equal to 3,Rated voltage Factor equal to 1.2- continuous, 1.5 for 30secs, Capcitance of 4400(Min.) Pico farads ( +10% to -5%),Rated secondary voltage for I/II/III secondary equal to (110/√3), Application of protection type and accuracy of 3P,Output burden (min.) of 50 VA for each second,Phase angle error ± 20 minutes (For metering core),Rated total thermal burden 300 VA

Single phase, 50 c/s outdoor 33KV PT (33/√3) KV/ (110/√3)V with Highest System Voltage36KV, One min. power freq withstand 70KVrms

Single phase, 50 c/s 36KV Current Transformers (1200-600-300 /1-1-1 A or as per site specifications) , 25KA for one second, rated dynamic current 25KA(peak), Class A insulation, Burden 20 VA Single Phase 50 c/s, outdoor metal oxide gapless type, 30KV (rms) Surge Arrestor including Surge counters/monitors, insulating base all associated accessories, auxiliaries.

Battery Bank 220 V,300 AH , of 110 No. cells of 2 V each, sealed maintenance free VRLA type,High impact Polyprophelene copolymer container,flame retardant.

Replacement of damaged control cables, relays etc. (as per site requirement)

Repair/renovation cable duct including covers (as per site requirement)

Overhauling of illumination system (High Mast etc.)( as per site requirement)

Laying of metal and concreting of yard

Improvement/repair of existing earth mat (40mm dia steel bars) as per approved design, Galavanised Iron (75mm x 12mm/ 50mm x 6 mm) risers for Equipment and Structural Earthings (as per site requirement

OVERHAULING OF 2X10 MVA 132/33 KV "IMP" MAKE POWER TRANSFORMER AT 132/33KV GRID STATION BHALESSA

Disconnection of Transformers from the system,radiators,fans,pipes,bushings, conservator tank and complete wiring

Erection of temporary shed for dehydration of transformers.

Draining of Oil, Removal of Oil and opening of connectors,dismantling old damaged components and replcement by new on, lifting of top lid of power transformers by way of crane including hire charges and replecement of damaged top lid gasket of transformer/bushing gaskets etc.

Inspection and testing of transformers including drying/replacement of silica gel,checking of buchloz relay, surge relay temperature sensors/cooling system,measurement of IR values, BD values of transformer oil,cleaning of transformer

Cleaning of transformers, Dehydration of transformer including use of vacuum pumps, Filling of drained transformer oil and fresh oil after filtration and obtaining accurate BDV value.

Final erection check inluding connection of LV and HT jumpers,control wiring etc.

Supply of fresh transformer oil as per IS:335/193.50% of 25372

DGA and PPM of Transformer Oil from accredIted laboratories.

shifting of 132/33 KV 20 MVA Trf from GSS Kishtwar to Bhallessa and its erection at Bhallessa in place of one no 10 MVA 132/33 Transformer

Dragging of 20 MVA 132/33 KV Transformer from stacking site to loading site at GSS

Draining of oil at GSS Kishtwar and filling in Barrel for transport to Bhallessa (empty barrel to be provided by the contractor at his own cost)

Loading of Trf & oil barrel into Vehicle

MT & Escort the Transformer & oil barrel from GSS Kishtwar to Bhallessa

Un loading of Transformer & Accessories alongwith oil barrel at GSS Bhallessa

Dragging of 20 MVA 132/33 KV Transformer from U/L site to Erection site at GSS Bhallessa

Filling of oil and dehydration of transformer in three shifts/day at GSS Bhallessa

RENOVATION OF CONTROL ROOM ,SBA AND JE’S RESIDENTIAL QTRS, CONSTRUCTION OF BOUNDARY/FENCING WALL AND OTHER ALLIED CIVIL WORKS AT GRID SUB STATION BHALESA

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Demolishing mud phaska in terracing and disposal of material within 50 meters lead

Providing and laying integral cement-based water proofing treatment including preparation of surfaces as required for treatment of roofs ,balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in- charge to required slope and treating similarly the adjoining walls up to 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge.23.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm

Providing laminated veneer lumber conforming to IS. 14616 and TAD-15: 2001 (part B) in factory made frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws).35mm 9.6.3 Second class deodar wood

Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge35mm 9.28.3 Second class deodar wood

Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminium (with 15micron anodic coating) T sections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately).

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Providing and applying white cement-based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.2mm thick

Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution

Provision for providing and fixing of aluminium door in control room and main Gate including all accessories.

Renewing glass panes, with putty and nails wherever necessary including raking out old putty : 14.6.2 Float glass panes of thickness 5.0 mm(weight not less than 12.5 kg/sqm)

Hand-packing stones in wire-crates; excluding cost of crates and stones 15no crate of size 6.0x1.5x1.5m 15x6.0x1.5x1.5 = cum Ded@15%

Provision for replacement of damaged wiring, switch boards, lights , repairs to sanitary fittings ,disposal of mulba outside grid’s periphery and other misc. works

Final Testing and commissioning of 2X10 MVA GSS Bhallessa

Providing of Office furniture and equipments at GSS Bhallessa

Executive Chairs

Visitor chairs

Heavy Duty plastic Chairs

Office Table with DRAWERS & LOCKS 2.5 FTX5 FT

Office Table with DRAWERS & LOCKS 3 FTX5 FT

OFFICE ALMIRAH HEAVY DUTY WITH LOCKER

Desktop Computer SYSTEM WITH LASER JET Printer ( HP/LENOVO BRAND with Latest specification) alongwith computer table and computer chair

Material to be supplied at Divisional store

SAFETY BELTS ISI MARK

SAFETY SHOES SI MARK

SAFETY HELMET ISI MARK

RUBBER SAFETY GLOVES ISI MARK 33 KV

Aliminium ladder Double extension 8 mtr long

VACCUM CLEANER FOR PANELS