Power Development Department Tender
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Power Development Department - PDD Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date18 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 1,85,17,151
Costs
EMD
₹ 3,70,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PDD_268366_1Tender No
13/JKPTCL/TLMD-I/SGR/2024-25 Dated 18.12.2024Tender Authority
Power Development Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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Single Suspension Fittings For Single Moose shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 20mm.
84
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Single Tension Fittings For Twin Moose shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
48
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Single Suspension Fittings For Twin Moose shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 20mm.
18
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Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
1452
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Disc Insulators 70 KN,Ball & Socket type, 145mm height and 255mm dia. Creepage total 430 mm and 260 mm protected.
1122
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T Clamps 0.5/0.5, made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
168
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P G Clamps (0.5-0.5) made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
30
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Bi-mettalic / All Alluminium PAD clamp(0.5) made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
200
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Bi-mettalic / All Alluminium PAD clamp Twin (0.5) made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
45
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Bimetallic PAD clamps 0.5 for CTs.
42
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Replacement of existing old worn out 0.2 ACSR panther conductor in 33kV Switchyard with 0.5 ACSR moose conductor at 100MVA, 132/33kV Badampora GSS
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0.5 ACSR Moose (a) Aluminium =54/3.53 mm (b) Steel= 7/3.53 mm overall diameter =31.77mm Approx. Wt. =1998 kg/km ultimate strength = 159.60 KN
2.5
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Single Tension Fittings For Twin Moose shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
48
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Single Suspension Fittings For Twin Moose shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 20mm.
48
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Single Suspension Fittings For Single Moose shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 20mm.
48
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Single Tension Fittings For Single Moose shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
48
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Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
288
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Disc Insulators 70 KN,Ball & Socket type, 145mm height and 255mm dia. Creepage total 430 mm and 260 mm protected.
288
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T Clamps 0.5/0.5, made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
192
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Bi-mettalic / All Alluminium PAD clamp(0.5) made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
216
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Bi-mettalic / All Alluminium Pad Clamps Twin 0.5, made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition) for isolator/circuit breaker.
72
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P G Clamps 0.5 made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
30
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Bimetallic PAD clamps 0.5 for CTs.
48
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Replacement of various switch gear equipments in 33kV Yard at 100MVA, 132/33kV Badampora GSS
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Main Equipment
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33kV VCB (36kV, 2000A of 3-phase, 50 c/s and 31.5kA for 3 sec), SCADA compatible, outdoor type with all accessories and auxiliaries. SS BODY, UNIVERSAL SPRING CHARGING MOTOR WITH MANDATORY SPARES along with GI support structure as per requirement and approved drawings.
(Note: Plastic gears shall not be accepted in any case .Only hardened mettalic alloy gears like hardened carbon steel gears to be used)
2
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36kV, 50c/s , 2500A, 31.5kA for one second, SCADA Compatible , AC motor operated horizontal double break, outdoor type 3 pole Isolators without Earthing Blades with electrolytic grade copper make current carrying parts including both fix and moving parts.GALVANISED IRON MECHANISM BOX.
15
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Power and control cable
-
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8 Core, 2.5 sqmm, 1100 V, PVC insulated, PVC sheathed, FRLS, galvanised steel wire/ strip armoured stranded copper conductor control cable complete
3000
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12 Core, 2.5 sqmm, 1100 V, PVC insulated, PVC sheathed, FRLS, galvanised steel wire/ strip armoured stranded copper conductor control cable complete
1000
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Civil Works (Laying of 33kV VCB Foundations)
-
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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 100 meters lead as per direction of Engineer-in-charge.
4
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 50 meter beyond 1 m from cutting edge. All kinds of soil
7
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Providing and laying of Soling stone
(2.28 x 1.61 x 0.101)
0.74
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Providing and laying of lean pad 1:4:8 with 40 mm crushed stone aggregate
(2.28 x 1.61 x 0.152)
1.2
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Form Work (2.13 x 1.06+1061 x 1.06) x 2
18
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) M20
(2.2 x 1.7 x 1.2)
9
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15mm Cement plaster in cement mortar on the rough side of concrete surfaces of mix: 1 : 4 ( 1 cement : 4 coarse sand)
18
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Mech transport of construction material average lead 20km
-
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20mm Bajri
4
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40mm Bajri
0.86
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Sand
2.62
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Cement
1.6
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Manual carriage of construction material from unloading site to site of work lead 100m
-
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20mm Bajri
4
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40mm Bajri
0.86
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Sand
2.62
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Back filling
1
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Manual carriage of disposable soil upto loading site average distance 100m
8
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Mech transportation of disposable soil avegage lead 3km
8
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Providing of Tor steel reinforcement
332
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Manual carriage of cement Av lead 100m
1.6
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Manual carriage of Steel
0.33
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Upgradation of existing dilapitated civil infrastructure at 100 MVA,132/33kV Badampora GSS by way of Wall Tiling of Control Room Cabin at 100MVA, 132/33kV Badampora GSS
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Providing and fixing Ist quality glazed, vitrified wall tiles in Control room conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make (Kajaria, Somany Make) in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. The scope shall also include plastering of the walls to be fixed with Tiles after dismantling of old plaster by cement mortar 1:4 (1 cement : 4 coarse sand) for proper surface preparation.
150
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Dismantling plaster work in walls including stacking of material within 100 meters lead.
150
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Replacement of Control Room doors and painting of various surfaces at 100MVA, 132/33kV Badampora GSS
-
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Providing wood work (of First class Kail wood) (replacement of damaged sections) in 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 along with hold fast lugs/ dash fasteners. (The job shall include dismantling of existing damaged frame sections and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish within 300 meters lead.)
0.3
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge:
35mm thick of First Class Kail wood (The job shall include dismantling of existing damaged Doors.)
18
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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: First Class Deodhar wood.
The scope shall incude providing and fixing of required (approved makes only) hinges, Hanndles, bolts, locks with fixing assembly (in doors), screws etc complete in all respects as per the directions of Engineer-in-charge.
15
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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:
Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading
8
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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
173
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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. 2 mm thick (For walls to be painted).
173
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter .
173
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Water thinnable cement primer for interior wall surface, having VOC content less than 50 grams/ litre
25
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Painting of ceiling and wall Surfaces with two or more coats of acrylic emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
173
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Providing of Premiun acrylic emulsion of interior grade having VOC content less than 50 gm/litre
60
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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (For all Windows and doors of control room building )
98
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Providing of pink primer for wood work.
20
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Applying priming coat With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
98
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Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5sqm per liter per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. ( All doors and windows of control room building)
32
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Fabrication, supply and Erection of three Gates of Grid substation Badampora along with reconstruction of Pillars
-
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 500 meters lead as per direction of Engineer-in-charge
15.5
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in 6.1.4 Cement mortar 1:4 (1 cement : 4 coarse sand)
24
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Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
24
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Earthwork in excavation by manual means in trenchs for foundations , drains , pipes , cables etc (exceeding 1.5 m in width ) and for shafts , wells ,cesspits and the like not exceeding 10 sqm on plan , depth upto 1m from cutting edge ,disposed earth to be levelled and neatly dressed in . All kinds of soil
11
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Providing and laying of Soling stone Qtty for pillars
0.8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all by Thermo-Mechanically Treated bars grade Fe-500D or more complete above plinth level
0.45
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
8
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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
2.5
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Centring and shuttering including strutting, propping, etc and removal of form for: suspended floors, roofs, lintels etc. including attached pilliasters, butresses, plinth and string courses
9
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Structural Steel work welded in built up sections/framed work/tubular (as per approved Make/Drawing to be decided by the Engineer-In-Charge as per requirement), including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.n gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Payment shall be made as per actual weight
1000
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete 13.60.1 On steel work
34
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Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.
7
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