Power Development Department Tender
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Power Development Department - PDD Tender
Civil And Construction
Electrical and Electronics
Electrical Works
Eprocure
Opening Date11 Jul 2024
Closing DateCancelled
Tender Amount₹ 70,00,000
Costs
EMD
₹ 1,40,000Document Cost
₹ 4,200Tender Fee
Refer Documents
Summary
E-nit/2024-25/03 Dated 10.07.2024
Description
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Contact
Tender Id
2024_PDD_252756_1Bid Award Id
ViewTender No
e-NIT/2024-25/03 dated 10.07.2024Tender Authority
Power Development Department ViewPurchaser Address
-Website
http://http://www.jkpdd.gov.in/
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Documents
Realignment strengthenening of 66KV Circuit IV emenating from Grid Station Hiranagar, across Tarnah river at Dyalachak by way of erection of two no.s D plus 6 Towers in respect of STD-III Kathua
Re-alignment/ strengthenening of 66KV Ckt- IV emenating from Grid Station Hiranagar, across Tarnah river at Dyalachak by way of erection of two nos D plus 6 Towers in respect of STD-III Kathua
Re-alignment/ strengthenening of 66KV Ckt- IV emenating from Grid Station Hiranagar, across Tarnah river at Dyalachak by way of erection of two no.s D plus 6 Towers in respect of STD-III Kathua
Re-alignment/ strengthenening of 66KV Ckt- IV emenating from Grid Station Hiranagar, across Tarnah river at Dyalachak by way of erection of two no.s D plus 6 Towers in respect of STD-III Kathua.
BOQ Items
Stubs
0.75
-
-
Tower Accessories
-
-
-
Danger Plates 1 No Per Tower
2
-
-
Phase Plates 3 No Per Tower for S/C
6
-
-
Number Plates 1 No Per Tower
2
-
-
Circuit Plates 1 No. Per Tower for S/C
2
-
-
Anti Climbing Devices 1 No Per Tower
2
-
-
Earthing of Towers
-
-
-
Normal Type 50%
2
-
-
Counter Poise 50%
2
-
-
Nuts & Bolts
0.68
-
-
200 mm² ACSR Conductor,(a) Aluminum=30/3 mm(b) Steel=7/3 mm Overall dia 21mm.Approximate Wt 976Kg/Km Ultimate breaking Load=89.67 KN;including 1.5%sag and jumpering
2
-
-
Conductor Accessories
-
-
-
Mid Span Joints 3 No/Km
6
-
-
Vibration Dampers 2 No/Phase/Tower
12
-
-
Repair Sleeves For Conductor 9 No / Km for D/C
8
-
-
Aluminium Tape 1 No Per Km Of Line
1
-
-
Earth Wire Accessoreis
-
-
-
7/3.25 mm GS Earth wire
0.7
-
-
Mid Span Joints 2No/Km
2
-
-
Vibration Dampers 2 No / Tower
4
-
-
Insulators
-
-
-
Disc Insulators 70 KN,Ball & Socket type, 145mm height and 255mm dia. Creepage total 430 mm and 260 mm protected. 3 No for S/C,6 No for D/C supension strings per tower @ 6 discs per string +10% for double string per tower
72
-
-
Disc Insulators 120 KN/90 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected. 6 No.for S/C,12 No for D/C tension strings per tower @ 06 discs per string +10% for double string per tower
144
-
-
Hardware fittings for conductor
-
-
-
Single Suspension Fittings for panther 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 16 mm. (3 No,S/C 6NoD/C Per Sus. Tower)
6
-
-
Single Tension Fittings for panther 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. 90% (6 NoS/C,12NoD/C Per Ten. Towers)
12
-
-
Double Tension Fittings 10%
12
-
-
Double Suspension Fittings 10%
6
-
-
Hardware fitting for Earth wire
-
-
-
Suspension Clamps S/C
2
-
-
Tension Clamps S/C
4
-
-
Misc. items
-
-
-
Tag welding of towers
2
-
-
Foundations & Stub Settings of 66 KV type D+6Towers
-
-
-
Excavation of foundation pits
-
-
-
30% dense/hard/muddy soil
44.1
-
-
70% in disinteg. or soft rock
102.9
-
-
Disposal of excavated soil within 25mtrs
147
-
-
Bending, fixing and binding of reinforce.
0.86
-
-
Concreting of tower foundation.
14.06
-
-
Stub setting of tower foundations
1
-
-
Form work of steel shuttering.
32
-
-
Coping & curring of tower foundations
1
-
-
Laying of dry stone solling.
1
-
-
Back filling
132.94
-
-
Manaul carriage of constructional material at an average of 1.0 Km.
-
-
-
Sand (0.45 of concrete vol.)+5% wastagefor plain and 10% for hilly & semi hilly terrains
6.64
-
-
Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
13.29
-
-
Good earth 1.00 km lead
39.88
-
-
Cement (average lead 1.0km)
130
-
-
Form boxes
1
-
-
T&P accessories
1
-
-
Steel for reinforcement
0.86
-
-
Cost of constructional material
-
-
-
Cement
130
-
-
Reinfrocement steel
0.86
-
-
Sand
6.64
-
-
Bajree
13.29
-
-
Good earth
39.88
-
-
ERECTION OF SUPER STRUCTURE & ACCESSORIES OF 66 KV TRANSMISSION LINE
-
-
-
Loading & unloading of
-
-
-
Tower material and Nuts & bolts along with transportation of dismantled old tower along with its accessories
9.54
-
-
Stubs
0.37
-
-
Erection of super structure along with dismantling of old damaged tower structure and collection of old conductor with allied accessories
9.92
-
-
Welding of tower bolts first two stories
1
-
-
To and fro carriage of welding equipment
1
-
-
Carriage and T&P articles average upto 1.0kms avg.
1
-
-
Earthing of Towers
-
-
-
Pipe type
0.5
-
-
Counter poise (4 points)
0.5
-
-
Earth work for earthing
-
-
-
Pipe type
4.18
-
-
Counter poise
21.6
-
-
Back filling of earth
-
-
-
Pipe type
4.18
-
-
Counter poise
21.6
-
-
Mechanical carriage of towermaterial from Divn. Store to work site avg. 20 kms
10.19
-
-
Cost of earthing material
1
-
-
LAYING & STRINGING OF CONDUCTOR OF 66 KV SINGLE CIRCUIT TRANSMISSION LINE WITH PANTHER CONDUCTOR.
-
-
-
Loading/unloading of Panther conductor and earth wire drums
1
-
-
Carriage of ropes ,pulleys derrickpoles etc through 1.0 km avg.lead.
2
-
-
Anchoring of towers including dismantling arrangments, 2 towers / Km.
2
-
-
Loading of insulators & other fittings. .
-
-
-
02 No. of Tension towers.
2
-
-
Unloading of insulators & other fitting from Mech. Transport and carriage upto 0.50 mtrs.
-
-
-
2 No Tension towers.
2
-
-
Carriage of Insulators & other fittings beyond 50 mtrs. Upto 1.0 Km.
-
-
-
2 No Tension towers.
2
-
-
Loading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
2
-
-
Unloading and stacking of material as per item 7,
2
-
-
Carriage of material as per item 7, from road site to work site avg. lead 1.0 Km.
2
-
-
Laying of earth wire
0.7
-
-
Laying of conductor to string
-
-
-
First phase string
0.67
-
-
For subsequent string 2 for S/C
1.33
-
-
Stringing of earth wire 0.65 Km + 1.5% for sag including errection of fittings
0.7
-
-
Stringing of panther condcutor 0.66 Km + 1.5% for sag for 3 phase including errection of insulator strings/fittings
2
-
-
Extra for laying / stringing of conductor through nallah P&T lines, LT/HT lines
2
-
-
Erection of jumpers at tension towers 2x3 No.per Km including earth wire
6
-
-
Making of compression joints
-
-
-
Earth wire @ 1 No. per km
2
-
-
Conductor @ 6 No. per km
12
-
-
Making of compression type repair sleeves 1 No. per km of conductor i.e. 3 No. per Km
3
-
-
Fixing of phase plate, circuit plate, danger plate, Number plate for 2 no. Towers
2
-
-
Fixing of bird guard
6
-
-
Erection of anticlimbing devices
2
-
-
Route clearance/jungle clearance/branch cuttingof 50% of area falling under conductors of double
500
-
-
CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
-
-
-
Earth work in excavation over area (exceeding 30 cm depth 1.5 m in width as well as 10 SM on plan) including disposal of excavated earth and lift upto 1.5m disposed earth to be levelled and neatly dressed.
-
-
-
Plain (2x12+2x11.40)X1.60X0.60
-
-
-
Hard soil=100%
45.89
-
-
Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
7.02
-
-
Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
-
-
-
Plain 45.60X1.5+0.60/2x2.0
95.76
-
-
Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
27.36
-
-
Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering.@100.50 - (4.20)
-
-
-
Plain (10.8x10.8x1.0) - 35.10
81.54
-
-
Carriage of materials by Mechnical Transport average lead 20KM
-
-
-
Stone
40
-
-
Aggregates 40mm size
2
-
-
Aggregate 20mm size
0.5
-
-
Sand
9
-
-
Earth
32
-
-
Cement
4
-
-
Carriage of materials by head load from unloading site average lead 1.50 KM
-
-
-
Stone
50
-
-
Aggregates 40mm size
3.16
-
-
Aggregate 20mm size
0.62
-
-
Sand
12.05
-
-
Earth
40.52
-
-
Cement
5.5
-
-
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