Power Development Department Tender
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Power Development Department - PDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Feb 2023
Closing Date10 Mar 2023
Tender Amount₹ 97,41,000
Costs
EMD
₹ 1,95,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PDD_205234_1Bid Award Id
ViewTender No
TLMD-II/J/11 of 2022-23 Dated 15-02-2023Tender Authority
Power Development Department ViewPurchaser Address
-Website
http://http://www.jkpdd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Galvanised Nuts & Bolts of sizes
1
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Main Equipments
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Control and Relay Panels
-
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33KV Control and Relay Panel for 33 KV Line Bay completely wired including Substation automation supporting IEDs/numerical relays
1
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3 pole,VCB, out door Circuit Breaker , including all accessories, auxiliaries and marshalling boxes/Kiosks, (36KV, 1250 Amps of 3 phase, 50 c/s and 25KA for 1 second).
1
-
-
36kV, 50c/s , 2500 Amp, 25kA for one second, Ac motor operated horizontal double break, outdoor type 3 pole Isolators without Earthing Blades
3
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36kV, 50c/s , 2500 Amp, 25kA for one second, Ac motor operated horizontal double break, outdoor type 3 pole Isolators with One Earthing Blades
1
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-
Single Phase 36KV 50 c/s, outdoor metal oxide gapless type, 120KV (rms) Surge Arrestor including Surge counters/monitors, insulating base all associated accessories, auxiliaries
3
-
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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
3
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-
Power and Control cables including termination of the cables
-
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1100 V, PVC insulated, PVC sheathed, FRLS, galvanised steel wire/ strip armoured stranded copper conductor control cable complete as per specification.
-
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16 core, 2.5 sq mm
500
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2 Core, 2.5 sq mm
500
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-
5 Core, 2.5 sq mm
2500
-
-
8 Core, 2.5 sq mm
500
-
-
12 Core, 2.5 sq mm
500
-
-
2 Core, 6 sq mm
170
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-
Marshalling kiosk with Kiosk frames mild steel structural sections for pressed and shaped cold-rolled sheet steel, thickness not less than 2.0 mm. Frames shall be enclosed in cold-rolled sheet steel of thickness not less than 1.6 mm. Doors and covers shall also be cold rolled sheet steel of thickness not less than 1.6 mm. complete structures shall be rigid, self-supporting, free from flows, twists and bends. Dust and vermin proof construction and shall be provided with a degree of protection of IP: 55, with Copper Bar earthing for 33 kV. Finishing paint on panels shall be of shade 692 (smoke grey) of IS: 5. The inside shall be properly stoved. The paint thickness shall be at least 50 microns.
1
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Cable Glands, ferrules & Lugs for all above cables etc.
1
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ANCILLARY ITEMS
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500mm2 ACSR Moose Conductor (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
1.5
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Single Tension Fittings For Single 500mm2 ACSR shall have minimum failing load of 100% ultimate strength of Bundle conductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm. Minimum Ultimate strength (Tensile strength) shall be 70 KN.
18
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Single Suspension Fittings For Single 500mm2 conductor 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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Single Suspension Fittings For Twin 500mm2 conductor 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.
9
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T Clamps Twin 500mm2 / Twin 500mm2 , made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
6
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T Clamps single 500mm2 / single 500mm2 , made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
21
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PG clamps suitable for twin 500mm sq ACSR shall comply in all respects with IS:5561-1970 (latest edition)
20
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Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
81
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Disc Insulators 70 KN,Ball & Socket type, 145mm height and 255mm dia. Creepage total 430 mm and 260 mm protected.
70
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-
Spacers For Twin 500mm2 must be one-piece construction of aluminum alloy of an approved type without any projection, cuts, abrasions etc. or chattering parts and shall conform to IS:10162
60
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-
Earth Wire 7/3.15mm
170
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-
Earthwire Tension Clamps comprise of compression type tension clamp with two ‘D’ shackles, jumper terminals, nuts & bolts and washers etc.slip strength shall not be less than 95% of the ultimate strength of the ground wire. Conductivity shall not be less than corresponding length of GSS ground wire
9
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CABLE TRAYS/CABLE RACKS/ACCESSORIES
-
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Cable Trays of size 300mm x 2500mm made of M.S angles 40x40x6mm,40x6 Flat.
120
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-
Lugs, Ferrules, Welding Material, Cotton Waste etc
1
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(B) HANDLING, STORAGE, PRESERVATION, ERECTION (EXCEPT CIVIL WORKS), DEHYDRATION, TESTING & COMMISSIONING OF EQUIPMENTs AND MATERIAL
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Structures
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Fabrication, galvanisation, supply including packing and forwarding, transportation charges of 132 kV Gantry structure & 33 kV structures (each type)
Structures with stubs Column of C1 type-1No Beam of B1 type- 1 No, column C3 type -2 Nos column C4 type -2 Nos Beam B3 type - 2Nos Beam B4 type- 4N0s Equipment structures, Circuit breaker structure - 1 No., CT structure- 3 No, Isolator structure - 4No, Surge Arrester structure - 3No. and its erection including its testing and commissioning.
14
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Galvanised Nuts & Bolts of sizes
1
-
-
Main Equipments
-
-
-
Circuit Breakers
-
-
-
3 pole,VCB, out door Circuit Breaker , including all accessories, auxiliaries and marshalling boxes/Kiosks, (36KV, 1250 Amps of 3 phase, 50 c/s and 25KA for 1 second).
1
-
-
Isolators
-
-
-
36kV, 50c/s , 2500 Amp, 25kA for one second, Ac motor operated horizontal double break, outdoor type 3 pole Isolators without Earthing Blades
3
-
-
36kV, 50c/s , 2500 Amp, 25kA for one second, Ac motor operated horizontal double break, outdoor type 3 pole Isolators with One Earthing Blades
1
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-
Surge Arrestors
-
-
-
Single Phase 36KV 50 c/s, outdoor metal oxide gapless type, 120KV (rms) Surge Arrestor including Surge counters/monitors, insulating base all associated accessories, auxiliaries
3
-
-
Control and Relay Panels
-
-
-
33KV Control and Relay Panel for Transformer Bay completely wired including Substation automation supporting IEDs/numerical relays
1
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-
Current Transformers
-
-
-
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
3
-
-
Power and Control cables including termination of the cables
-
-
-
1100 V, PVC insulated, PVC sheathed, FRLS, galvanised steel wire/ strip armoured stranded copper conductor control cable complete as per specification.
-
-
-
16 core, 2.5 sq mm
500
-
-
2 Core, 2.5 sq mm
500
-
-
5 Core, 2.5 sq mm
2500
-
-
8 Core, 2.5 sq mm
500
-
-
12 Core, 2.5 sq mm
500
-
-
2 Core, 6 sq mm
170
-
-
Marshalling kiosk with Kiosk frames mild steel structural sections for pressed and shaped cold-rolled sheet steel, thickness not less than 2.0 mm. Frames shall be enclosed in cold-rolled sheet steel of thickness not less than 1.6 mm. Doors and covers shall also be cold rolled sheet steel of thickness not less than 1.6 mm. complete structures shall be rigid, self-supporting, free from flows, twists and bends. Dust and vermin proof construction and shall be provided with a degree of protection of IP: 55, with Copper Bar earthing for 33 kV . Finishing paint on panels shall be of shade 692 (smoke grey) of IS: 5. The inside shall be properly stoved. The paint thickness shall be at least 50 microns.
1
-
-
Cable Glands, ferrules & Lugs for all above cables etc.
1
-
-
ANCILLARY ITEMS
-
-
-
500mm2 ACSR Moose Conductor (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
1.5
-
-
Single Tension Fittings For Single 500mm2 ACSR shall have minimum failing load of 100% ultimate strength of Bundle conductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm. Minimum Ultimate strength (Tensile strength) shall be 70 KN.
18
-
-
Single Suspension Fittings For Single 500mm2 conductor 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
-
-
Single Suspension Fittings For Twin 500mm2 conductor 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.
9
-
-
T Clamps Twin 500mm2 / Twin 500mm2 , made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
6
-
-
T Clamps single 500mm2 / single 500mm2 , made of Alluminium Alloy and shall comply in all respects with IS:5561-1970 (latest edition)
21
-
-
PI/PG clamps suitable for twin 500mm sq ACSR shall comply in all respects with IS:5561-1970 (latest edition)
20
-
-
Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
81
-
-
Disc Insulators 70 KN,Ball & Socket type, 145mm height and 255mm dia. Creepage total 430 mm and 260 mm protected.
70
-
-
Spacers For Twin 500mm2 must be one-piece construction of aluminum alloy of an approved type without any projection, cuts, abrasions etc. or chattering parts and shall conform to IS:10162
60
-
-
Earth Wire 7/3.15mm
170
-
-
Earthwire Tension Clamps comprise of compression type tension clamp with two ‘D’ shackles, jumper terminals, nuts & bolts and washers etc.slip strength shall not be less than 95% of the ultimate strength of the ground wire. Conductivity shall not be less than corresponding length of GSS ground wire
9
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-
CABLE TRAYS/CABLE RACKS/ACCESSORIES
-
-
-
Cable Trays of size 300mm x 2500mm made of M.S angles 40x40x6mm,40x6 Flat.
150
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-
Lugs, Ferrules, Welding Material, Cotton Waste etc
1
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(C) Civil Works including design, supply, excution and prepration of drawings
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Foundations for Gantry and Foundation structures
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas ( exceedind 30 cm in depth 1.5 mtr in width as well as 10 sq.m on plan ) including disposal of excavated earth, lead upto 50 m. & , lift upto 1.50 m disposad earth to be levelled and neatly dressed.
a) All kinds of soil
234
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Providing and laying of lean pad 1:4:8 with 40mm crushed stone aggregate
6.19
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Fixing of foundation bolts including alignment
110.12
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Providing of angle iron (200x200x16) for stubs with cleats (Complete set)
1326.92
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Filling available excavated earth(excluding rock) in trenchs,plinth,sides of foundation etc. layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 15 mtr and ift upto 1.5 mtr.
181.28
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Reinforcement for R.C.C. work including providing, straightning, cutting,bending, placing in position and binding all complete bars (TMT)
4523.08
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Providing & laying in position R.C.C (excluding the cost of centring and shuttering and reinforcement in 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size))
45.46
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Centring and shuttering including strutting, proping etc and removal of the same.
(for foundations and chimneys) - Form Work.
129.5
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Mechanical carriage of materials from different sources upto dumping site on an average lead of 20 kms:-
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(a) Stubs, templates, reinforcement.
5.04
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(b) Foundation bolts
80
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(c) Sand
20
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(d) Bajri (40mm/20 mm)
40.01
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(e) Cement
16.67
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Mannual Carriage of materials from dumping site upto actual site of work (average lead 100 mtr.) :-
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(a) Stubs, templates, reinforcement.
9.52
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(b) Foundation bolts
240
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(C) Sand
37.76
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(d) Bajri (40 mm/20 mm)
75.55
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(e) Cement
31.47
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Clearance of site foundation by removal of grass vegetation and demarcation and alignment,pit marking of complete coulomn foundation.
1
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Mech carriage of disposable earth av lead 20 km
76.8
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Manual carriage of disposable soil upto loading site av distance 100 mt
76.8
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Construction of Earth mat
-
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Earth work Excavation
1132
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Manual Carriage of disposable Earth beyond 100 Mts
678.7
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Mechanical Transport of Disposable Earth 3 Km. Lead
678.7
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Laying of M.S.flat
754.67
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Surface cleaning, jointing by welding etc
249.06
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Driving of Spikes
75.47
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Providing of Steel flat 65x8 100 RM & Round iron for Spikes
4150.67
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Construction of Cable Trenches and duct covers
-
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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
90
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level in 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size)
8.73
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Providing & Laying of reinforced cement concrete in M-15 grade incl. curing complete but excl. centring & shuttering (Bed and walls)
31.01
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Reinforcement for RCC works including straightening, cutting , bending, placing in position and binding all complete. Thermo-mechanically treated bars (12 mm bars)
1074.46
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
286.51
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
875.9
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Carriage of materials by mechanical transport
-
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Sand with a lead of avg 30km
14.84
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Crusher Aggregate with a lead of avg 10 km
29.69
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Cement
0.96
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Dismentling of existing Mesh Fencing along with Foundations
-
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Dismentling of retaining wall
18
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-
Manual carriage of the dismantled material to a suitable place
18
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Mechanical transport carriage of the dismentled matrial
12.6
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Dismentling of Mesh fencing
1
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Carriage of Mesh fencing along with angle iron posts to some suitable place
1
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CONSTRUCTION OF MESH FENCING ALONG WITH FOUNDATION
-
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Earth work in Excuation=50*(0.6+0.68)/2*0.45
14.4
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Disposal of earth manually upto stacking site
14.4
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Mechanical transport carriage of the earth from MIRAN SAHIB grid station to disposable site average lead 30 KM
14.4
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Lean pad 1:4:8(50*0.15*0.75)
5.63
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-
RRM (1:6 mix)
30.38
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-
Laying of DPC 1:2:4
1.5
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MT carriage of cement upto 35 KM
4
-
-
Manual carriage of cement from store to working site
4
-
-
MT carriage of sand upto 35 KM
14.19
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-
Manual carriage of sand from unloading site to working site
14.19
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-
MT carriage of Bajri upto 35 KM
6.39
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-
Manual carriage of Bajri from unloading site to working site
6.39
-
-
MT carriage of stone upto 35 KM
27.33
-
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Manual carriage of stone from store to working site
27.33
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centering & shuttering= walls of any thick ness 2no.50*1.55
155
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-
Angle(60*60*6) =11*1mtr=11 runing meter@5.397kg/running meter
59.36
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-
Providing and fixing of concentina wire
250
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-
G.I mesh wire=50.50*0.60sqm
30.3
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Cutting of trees, wild vegetation near the fence
1
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-
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