Jodhpur Vidyut Vitran Nigam Limited Tender
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Costs
EMD
₹ 49,353Document Cost
₹ 2,950Tender Fee
₹ 590
Summary
Const Of 33 Ss At Daikara Erection Of 1840 Mtr Sc 33 Kv Line With Acsr Dog Cond Including 1400 Mtr Ug Cable Work From 220 132 Kv Gss Bhawad To Daikara Ss And 11 Kv Ic Line 3500 Mtr From Proposed Daikara Ss Under Sd Nandari Jod Dc Lrc 2022
Description
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Contact
Tender Id
2024_JdVVN_427129_1Bid Award Id
ViewTender No
TNJDZ20Tender Authority
Jodhpur Vidyut Vitran Nigam Limited ViewPurchaser Address
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Documents
BOQ Items
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Levelling of ground up to 30 cm.depth. with tractor and T&P required as per condition of ground including removal of rubbish plants from ground & marking of boundary with lime powder.(Including all lead & lifting)
2500
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(2.3)Excavation of pit in ordinary rock which does not require blasting/murrad (In Jodhpur Discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.
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(A) Height of poles/R.S.Joist/M.S. Rail Size of pit
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9 Mtr/ 1.2mx0.6mx1.50 m deep
36
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(2.5)Earth work excavation and foundation of platfrom of transformers and brakers including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter.
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Hard /dense soil
44
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2.6 Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth excluding the cost of shuttering using 1 cement:5 s and:10 aggregate mix.
25.43
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2.7 Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick.
77.7
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Note: 1. The rates for complete work including racking of joints,curing,grinding,mixing and finishing T&P and scaffolding material and cost of material with all lead and lift
2. The rates cover protection of all place and things,requiring protection and cleaing such places and thing of all droppings and splashes of mortar etc
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2.8 Cement concrete flooring grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.but excluding cost of nosing of steps etc. complete
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75 mm thick with 20 mm thick nominal size aggregate.
28.26
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2.11 Masonry for foundation and plinth
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Randon Rubble stone masonry for foundation and plinth in cement sand mortar 1:6(1 Cement : 6 Sand) including labour charges.
19.84
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3.1 Safe carriage of PCC poles including loading / un-loading
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a) 9 Mtr. Long-400 Kg /11 Mtr. PCC pole
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Within 10 Kms.
8
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. (20 KM*4.94=98.8)
8
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c) 9 Mtr. Long-200 Kg PCC pole
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Within 10 Kms.
28
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20 KM*4.94=98.8)
28
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3.2 Safe carriage of steel( fabricated and unfabricated) I.e.M.S. Rails, R.S.Joists, M.S.Channels, M.S.Angles, M.S.Flat, G.I.Stay Sets, G.I. Stay Wire, G.I.Wire Nut & Bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam store /at work site
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Within 10 Kms.
2.26
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20 KM*4.79=95.8)
2.26
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3.3 Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc.
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Within 10 Kms.
2.55
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20 KM*5.78=115.60)
2.55
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3.4 Safe carriage of fabricated lattice towers structures and sub-station structures type AB, AB beams, isolators structures etc. including loading/unloading and stacking in the Nigam. Stores / at work site.
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Within 10 Kms.
4.94
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20 KM*4.79=95.8)
4.94
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3.5 Safe carriage of 11/.4 KV 3 Phase distribution transformer including loading/unloading.from store to site (These charges will be 1.5 times for both sides )
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b) 25 & 40 KVA
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Within 10 Kms.
1
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20 KM*7.06=141.20)
1
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Above 30 Kms. Add for each Kms. or part thereof. (upto 20Km)
1
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3.12 Safe carriage of breakers/kiosks etc. including loading/ unloading and stacking in Nigam stores
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Within 10 Kms.
6
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*11.97=239.40)
6
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4.2 Safe loading of power/ distribution transformer.
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(A) 33/11 KV power transformer.
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Above 1.6 MVA & upto 3.15 MVA
1
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Safe unloading of power/distribution transformers
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a) 33/11 KV power transformer.
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Above 1.6 MVA & upto 3.15 MVA
1
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Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station.
0.3
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Fixing of 11kv B&S/T&C type disc insulator of 33kv lines (each unit consiting of 3nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips.
24
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Fixing of 11kv B&S/T&C type disc insulator of 11kv lines (each unit consiting of 2nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips.
42
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Fixing of 33kv pin insulator with pins.
9
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Fixing of 11kv pin insulator with pins.
12
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6.16 Assembly. Installation & commissioning of gang operated isolating switch on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates.
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(B)G.O. switch . without earthing blade.
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33kv G.O.switch
3
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11kv G.O.switch
6
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6.17 Assembly and installation of Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. The nuts & bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates.
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33kv Horn Gap fuse set.
2
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11kv Horn Gap fuse set.
6
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6.19 Installation of lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. The nuts & boltswill be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates,
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(A)sub-station type
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33 KV L.A.(each)
3
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11 KV L.A. .(each)
18
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6.20Installation testing as per Nigams norm & commissioning of 11/0.4KV distribution transformer on erected supports including fixing of steel structure set for sub-station as per requirment jumpering on HV&LV side, crimping of lugs/ clamping earth connections of body and neutral of transformer with wire /strip (as already provided with earthing ) complete in all respect. The PG clamps nuts & bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates,
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25 and 40 KVA
1
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(6.24) Laying, testing termination of control cable 1100 volts PVC insulated including supply and installation of ferrules to designate various cores of control cables by terminal Nos. of identification including utilization of cable gland. The control cable should be clearly arranged in trenches avoiding crossings including clamping of control cable at regular interval and providing identify tags.
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a) 25 Sq.mm
1
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Fixing of danger plates on supports/structure
16
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Fixing of PG clamp of Dog /Racoon Conductor
150
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Three nos. Earthing of each 11/0.4 KV distribution transformer /sub-station with M.S.Rod 20mm dia 3 meter long and driving them into earth by mechanical means at a distance as per approved design & drawing & specification.The work includes flattening of top ends of M.S.rod drilling a hole of 9/16" dia.at flattened top and tightening of M.S.flat 50x6mm/25x3mm/(having 3 hole 2ends and 1mm middle) with nuts and bolts with M.S.rods top end hole.The flat will also be welded with M.S.rod.The end will be connected to equipments as under in sequence.
3
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8.3 Mesh earthing for 33/11 kv sub-station as per approved map &design usingMS flat 50X6mm/MS road 20mm dia including laying of flat/rod at the depth of 0.65 Mtrs.,welding & jointing at joints , structures & equipments etc.asunder:
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8.3.1 Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width
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Hard soil
112.8
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Laying of MS flat /MS rod in 0.65Mtr.deep excavated trench and welding of MS flat/rod continuosly with 100 mm overlaping for straight joint including coating of MS flat joints with molten bitumen and covering joint with bitumen impregnated tape to protect from rust.
315
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Shaping of MS flat for connecting the equipments with earthmesh. The work includes the welding of MS flat with equipments/structure and also with earth mesh.The work also includes coating of MS flat joint with molten bitumen and covering jointwith bitumen impregnated tape to protect from rust.
100
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8.3.4 Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clamp depending on type of soil:
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Where drilling is not required
17
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Filling of trench with available excavated muck in layers of 20cm (Max.)consolidating each deposited layer by ramming & watering with lead up to 50 Mtr, and lift up to 1.5 Mtr.
150
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Painting of exposed portion of MS flat/rod with two coats of red-oxide primer and two coats of green enamel paint.including material.
100
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Pipe Earthing for Power Transformer at 33 / 11 KV S/S:- Supply & erection of earthing electrode shall consist of G.I. Pipe 100 mm,of 3 Mtr Length. The electrode shall be buried as far as practicable 3 meters below ground level. Wherever possible, earth electrodes shall be located as near the water tap, water drain or near down take pipe. Earth electrodes shall not be installed in proximity to a metal fence. It shall be kept clear of the buildings foundations and in no case it shall be nearer than 2 meters from the outer face of the wall. The electrode shall be surrounded with layer of charcoal dust and salt mixture through out the length. The 100 mm GI pipe shall be provided with holes of 12 mm dia. drilled at 75 mm interval upto 2.5 meters length from bottom. The top of the pipe shall be provided with a G.I. threaded cap for watering the earth through a pipe. A Clamp with Pati of 12" of M.S. Flat of size 50X6 mm shall be fixed (Bolted) on the top edge of the pipe which in turn shall be connected to Neutral / Body of the Power Transformer through M.S. Flat size 50X6 mm. The G.I. cap over the GI pipe shall be housed in a masonry chamber, approximately 300 mm x 300 mm x 300 mm deep. The masonry chamber shall be provided with a RCC inspection cover resting over a RCC frame, embedded in masonry.
2
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10.2 Erection of PCC poles in excavated pit in alignment after checking the same with plumb line as per approved design & drawing of 33/11kv sub-station.The pit should be back filled with the soil with proper ramming below 30cm ground level and then muffed above 15cm average ground level with cement concrete ratio1:3:6.The charges for muffing will be paid extra as per chapter no 5.7 The nuts & bolts will be supplied by the contractor for which payment will be made at the prevailing store issue rates.
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(B) IN RURAL AREA
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PCC Poles 9 Mtr. Long
36
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10.3Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point as per the direction of engineer in-charge.
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ACSR DOG/RABBIT
500
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Erection of OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom.
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33 KV VCB (Outdoor )
1
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11 KV VCB (Outdoor )
5
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Painting with priming coats or ready mixed red-oxide paint 2 coats of approved make on steel works after cleaning with wire brush / sand paper.(including cost of red oxide)
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On new surface
200
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Painting with aluminium paint of approved brand and manufacturer to give an even surface.(including cost aluminium paint)
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Painting with aluminium paint of approved brand and manufacturer to give an even surface.(including cost aluminium paint)
200
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Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing.
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11/0.433 KV Substation Structure(185.83 Kg)
0.19
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33/11 KV Rural Sub-Station Structure (4086.879 Kg)
4.09
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Part (B) Labour Charges for 33 KV Line
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Conducting route survey as per approved route map and pegging of route with tee off point section point & double pole locations.
10.5
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Trimming of tree branches/plants manually/ by machine and preparing route approchases for proposed line/line maintenance work of existing HT/LT lines.
192
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(2.1)Excavation of pit size 9 mtr/1.2mx0.6mx1.50m deep in soil to erect PCC Pole 9 mtr long including stacking of excavated muck from the edge of excavation/pit.
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(A) Height of poles/R.S.Joist/M.S. Rail Size of pit
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in ordinary soil
40
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in hard soil
20
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in ordinary rock which does not require blasting/murrad
57
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(2.3)Excavation of pit in Hard Soil ( Where blasting is not required) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.
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(B) Lattice Tower /Size of pit
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in ordinary soil
13
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in hard soil
20
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in ordinary rock which does not require blasting/murrad
30
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(C)Stay set/Depth of pit
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in ordinary soil
100
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in hard soil
78
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in ordinary rock which does not require blasting/murrad
250
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3.1 Safe carriage of PCC poles including loading / un-loading
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a) 9 Mtr. Long-400 Kg /11 Mtr. PCC pole
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Within 10 Kms.
117
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*4.94=98.80)
50
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3.2 Safe carriage of steel( fabricated and unfabricated) I.e.M.S. Rails, R.S.Joists, M.S.Channels, M.S.Angles, M.S.Flat, G.I.Stay Sets, G.I. Stay Wire, G.I.Wire Nut & Bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam store /at work site
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Within 10 Kms.
5
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*4.79=95.80)
5
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3.3 Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc.
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Within 10 Kms.
5
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*5.78=115.60)
5
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3.4 Safe carriage of fabricated lattice towers structures and sub-station structures type AB, AB beams, isolators structures etc. including loading/unloading and stacking in the Nigam. Stores / at work site.
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Within 10 Kms.
28
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*4.79=95.80)
28
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5.1Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra.
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Lattice Structure
28
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(5.2) Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the payment will be made at the prevailing Discom store issue rates.grouting will be paid extra.
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(B) IN RURAL AREA
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PCC Poles 9 Mtr. Long (400 Kg)
87
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(5.3) Erection &assembly of 2 Pole structures of steel supports or PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming.The nuts &bolts are to be provided by the contractor as per Nigams specfication for which the payment will be made at the prevailing Discom store issue rates.
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PCC Poles 9 Mtr. Long(400 Kg.)/11Mtr.long
15
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5.4 Erection & fixing of G.I.Stay sets with anchor plates in excavated pit in required position and back filling with soil with proper ramming.The work includes fixing of stay clamps.Stay insulator with stay wire at both ends with proper tension.Size of stay set/stay wire
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8"x3/4" with 7/8 SWG stay wire
428
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Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports/stay set including compaction/curing for 21days in steel plates shuttering /farmer base.
94.5
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(6.4) Fixing of guarding Bracket arms with clamp on erected support as per design. The nuts &bolts will be supplied by the contractor as per Nigams specification for which payment will be made as per prevailing
Discom store issue rates.
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33 KV line
8
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(6.8) Fixing and assembly of disc.point channel pair with pilot plates top hampers & clamps on erected single pole structure as per design. The nuts &bolts are to be provided by the contractor as per Nigams specification for which payment will be made as per prevailing Discom
store issue rates,
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33 KV line
15
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Fixing of 11kv B&S/T&C type disc insulator for 33kv lines (each unit consiting of 3 nos .disc.& 1set of H/W) on terminal point including fixing of hardware and strips.
96
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Fixing of 33kv pin insulator with pins.
1068
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Fixing of danger plates on supports/structure
100
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Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging.The contractor will be provide P.G.clamps for which payment will be made as per prevailing Discom issue rate.
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(B) IN RURAL AREA
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ACSR DOG
33
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(7.3) Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates.
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(B) IN RURAL AREA
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G.I.Earth wire 6 SWG
10.5
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Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing &specification.All material except MS rod,MS flat & stay wirewill be supplied by the contractor.If material is supplied by the contractor ,the payment will be made as per prevailing Discom store issue rates.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom)
35
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Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour
charges.
144
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(20.5) Laying of two ( D/C) 33KV, XLPE (Aluminium conductor) underground cables w/o overlapping as per relevant IS/ JdVVNL standard including excavation of 50 cm width x 120 cm deep trench in Kaccha land.25 cm thick under layer of sand. 'A' class bricks or concrete block covering refilling soil in the remaining portion and providing/fixing cable route indicators at every 30Mtr.of cable and at every turn.
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B) 3x 240 Sq mm to 3x400 Sq mm
1230
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(20.6) Installation of 33 KV Cable (XLPE) termination / straight through joints ( Heat shrinkable type) as per manufacturer's kit guidance and direction including preparation of cable and testing refilling etc as
required.(Including crimping of lugs)
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(II) Outdoor end terminal 3x240 Sq mm to 3x400 Sq mm
24
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(II) Straight through joint 3x240 Sq mm to 3x400 Sq mm
10
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(20.14) For Extra Loop (Ghera) to be provided near the pole on
termination point and the length of cable along the pole for mounting of cable jointing kit.
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b) 33 KV Cable:-
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(II) 3X240 Sq.mm to 3X400 Sq.mm
120
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Part (C) Labour Charges for 11 KV Line 3.5 Km
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Conducting route survey as per approved route map and pegging of route with tee off point section point & double pole locations.
3.5
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Trimming of tree branches/plants manually/ by machine and preparing route approchases for proposed line/line maintenance work of existing HT/LT lines.
18
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(2.2)Excavation of pit in Hard Soil ( Where blasting is not required) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.
-
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(A) Height of poles/R.S.Joist/M.S. Rail Size of pit
-
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in ordinary soil
32
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in hard soil
23
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in ordinary rock which does not require blasting/murrad
23
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(C)Stay set/Depth of pit
-
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in ordinary soil
45
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in hard soil
16
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in ordinary rock which does not require blasting/murrad
20
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(2) Excavation of pit size 11.4/10.8 Mtr./ 1.5x1.5x1.8 m deep in soil to
erect Lattice Tower including stacking of excavated soil from the edge of excavation.
-
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(A) Height of poles/R.S.Joist/M.S. Rail /Size of pit
-
-
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in ordinary rock which does not require blasting/murrad
4
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(3.1) Safe carriage of PCC poles including loading / un-loading
-
-
-
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c) 9 Mtr.long 200 Kg. PCC pole
-
-
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Within 10 Kms.
78
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. (20KM*4.94=98.80)
78
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(3.2) Safe carriage of steel( fabricated and unfabricated) I.e.M.S. Rails, R.S.Joists, M.S.Channels, M.S.Angles, M.S.Flat, G.I.Stay Sets, G.I. Stay Wire, G.I.Wire Nut & Bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam store /at work site
-
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Within 10 Kms.
5.32
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*4.79=95.80)
5.32
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3.3 Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc.
-
-
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Within 10 Kms.
0.98
-
-
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*5.78=115.60)
0.98
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3.4 Safe carriage of fabricated lattice towers structures and sub-station structures type AB, AB beams, isolators structures etc. including loading/unloading and stacking in the Nigam. Stores / at work site.
-
-
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Within 10 Kms.
1.8
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Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof.(20KM*4.79=95.80)
1.8
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(5.1)Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra.
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Lattice Structure
1.8
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Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the payment will be made at the prevailing Discom store issue rates.
-
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(B) IN RURAL AREA
-
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PCC Poles 9 Mtr. Long(200Kg.)
70
-
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Erection &assembly of 2 Pole structures of steel supports or PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming.The nuts &bolts are to be provided by the contractor as per Nigams specfication for which the payment will be made at the prevailing Discom store issue rates.
-
-
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PCC Poles 9 Mtr. Long(200 Kg.)
4
-
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Erection & fixing of G.I.Stay sets with anchor plates in excavated pit in required position and back filling with soil with proper ramming.The work includes fixing of stay clamps.Stay insulator with stay wire at both ends with proper tension.Size of stay set/stay wire
-
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6"x5/8" with 7/10 SWG stay wire
81
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Supplying and laying of randum rubble stone boulder having weight not less than 20 kgs.( Note:- If the stay required to be grouted in cement then the rates as indicated in this item will be applicable & paid in addition to above rates and the charges for back filling with soil will be deducted @ 10.00 per cum.)
10.37
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(5.8) Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station.
0.2
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(6.4) Fixing of guarding Bracket arms with clamp on erected support as per design. The nuts &bolts will be supplied by the contractor as per Nigams specification for which payment will be made as per prevailing
Discom store issue rates.
-
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11 KV line
2
-
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(6.8) Fixing and assembly of disc.point channel pair with pilot plates top hampers & clamps on erected single pole structure as per design. The nuts &bolts are to be provided by the contractor as per Nigams specification for which payment will be made as per prevailing Discom
store issue rates,
-
-
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11 KV line
8
-
-
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Fixing of 11kv B&S/T&C type disc insulator of 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips.
30
-
-
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Fixing of 11 KV pin insulator with pins.
210
-
-
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Fixing of danger plates on supports/structure
25
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(7.1) Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging.The contractor will be provide P.G.clamps for which payment will be made as per prevailing Discom issue rate.
-
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(B) IN RURAL AREA
-
-
-
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ACSR WEASEL
11
-
-
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(7.3) Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates.
-
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(B) IN RURAL AREA
-
-
-
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G.I.Earth wire 8 SWG
3.4
-
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(7.4) Drawing & stringing of G.I. 4 wire over the guarding bracket for guarding of road crossing /P&T crossing /Railway track crossing (for one span only)with cross G.I.wire laces at an interval of two meter each or required as per location using EYE bolt, nuts and bolts with washers etc.including binding .The EYE bolts and other nuts and bolts will be provided by thecontractor for which payment will be made as per prevailing Discom store issue rates.
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(A) For 4 wire stringing
-
-
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8 SWG with laces of 10 SWG
1
-
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Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing &specification.All material except MS rod,MS flat & stay wirewill be supplied by the contractor.If material is supplied by the contractor ,the payment will be made as per prevailing Discom store issue rates.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom)
25
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-
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Note-1.Dismentaling, if any: Dismentaling charges for all the items will be 60% of item rates of erection charges. However, charges for transportation of the material from works site in the Nigam/sub division store shall be paid as item rate of that material(Chapter-III, Transportation of material). The payment will be made after issuance of certificate by Engineer In Charge that all the dismentaled material has been safely received in the Nigam/sub division store Note-2. The nut & bolts will be provided/supplied by the contractor which will confirm to relevant ISS & payment will be made as per prevailing Discom store issue rate. Note-3. The quality of material supplied by the contractor be got checked & approved by the circle SE. Note-4. In case of pole upper end of the GI wire provided for earthing shall be bolted with cross arm. Note-5. The qty mentioned for normal soil/ordinary rock. Hard soil which does not required drilling and Hard Rock/ CC road which required drilling are tentative & shall be payble as per actual site condition and due verification by Engineer In Charge. Note-6. Safe Carriage of PCC poles/other material including Loading/un-loading as per actual distance of work-site from place of lifting & shall be payble as per actual distance and due verification by Engineer In Charge. Note-7. Unit rates are exclusive of GST and shall be paid extra if applicable. Note-8. The work should be carried out as per specification and standard measurement of Jodhpur Discom.
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