Power Government Departments Closing in 3 days TDR #56946881

Tender For The Work Of Creation Of New Proposed 33/11 Kv Gss At Sali And Proposed 33/11 Kv Feeder Underaen(Htm) Dudu, In Jurisdiction Of Jpdc- South Circle.

Issued by Government Departments · Jaipur, Rajasthan
Tender Value
19.42 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
3 days left
EMD
38860
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for The Work Of Creation Of New Proposed 33/11 Kv Gss At Sali And Proposed 33/11 Kv Feeder Underaen(Htm) Dudu, In Jurisdiction Of Jpdc- South Circle.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 18-Aug-2026 Date Extension Date 02-Sep-2026
2 15-Sep-2026 Date Extension- III Date 23-Sep-2026
3 03-Sep-2026 Date Extension II Date 14-Sep-2026

BOQ

Name of Work:- The work of Creation of New Proposed 33/11 KV GSS AT Sali and Proposed 33/11 KV feeder underAEN(HTM) Dudu, in jurisdiction of JPDC- SOUTH Circle.
Sl. No. Item Description
1Trimming of tree branches/plants and preparing route approchases for proposed line.
2Excavation of pit in ordinary rock which does not require blasting to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.
3(A) Height of poles/R.S.Joist/M.S. Rail /Size of pit
49 Mtr/ 1.2mx0.6mx1.50 m deep
5(B) Lattice Tower /Size of pit
612.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep
7(C)Stay set/Depth of pit
88'x 3/4\\" -0.75x0.5x1.6 m
96'x 5/8\\" -0.75x0.5x1.35 m
10Earth 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.
11Hard soil mixed with boulders
12Providing 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 sand:10 aggregate mix.
13The rates are all lead of cement,lime,ballast, sand,surkhi and grit etc.at site of work.
14For all concrete work coarse sand shall be used no extra will be paid .
15Concrete mix prepared by power driven mechanical mixer shall be used .
16Under exceptional coditions, where mechanical mixer and vibrator are not used(with the approval of Engineer Incharge reduced by 3% for mechanical mixer and 2% for Vibrator
17Thickness of the cement concrete should not exceeed 100 mm.
18Plaster on new surface on walls in cement ,sand mortar(1:6 including racking of joint etc complete fine finish 25mm thick)
19The 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.
20The rates cover protection of all place and things,requiring protection and cleaing such places and thing of all droppings and splashes of mortar etc.
21Masonry for foundation and plinth
22Randon Rubble stone masonry for foundation and plinth in cement sand mortar 1:6(1 Cement : 6 Sand) including labour charges.
23Brick masonry for foundation and plinth in Cement sand mortar 1:6 (1 Cement : 6 Sand ) including labour charges.
24Safe carriage of PCC poles including loading / un-loading
25a) 9 Mtr. Long-400 Kg /11 Mtr. PCC pole
26Within 10 Kms.
27Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. @4.75/ KM *20
28c) 9 Mtr.long 200 Kg. PCC pole
29within 10 Kms.-
30Above 10 Km. & upto 30 Km. add for each Km. or part thereof @4.75/ KM *20
31Safe 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
32Within 10 Kms.
33Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. @4.61/ KM *20
34Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc.
35Within 10 Kms.
36Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. @ 5.57/ KM *20
37Above 30 Kms. Add for each Kms. or part thereof. @ 3.52/ KM *20
38Safe 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.
39Within 10 Kms.
40Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. @ 4.61/ KM *20
41Above 30 Kms. Add for each Kms or part thereof. @ 3.52/ KM *20
42Safe Carriage of 33/11 KV Power Transformer
43b) Above 1.6 MVA & Upto 3.15 MVA
44Within 10 Kms
45Above 10 Kms & upto 30 Kms . Add for each Km or partthereof @ 42.70/ KM *20
46Above 30 Kms & upto 50 Kms . Add for each Km or partthereof @ 28.46/ KM *20
47Above 50 Kms . Add for each Km or part thereof @ 14.23/ KM *30
48Safe carriage of breakers/kiosks etc. including loading/ unloading and stacking in Nigam stores
49Within 10 KMs.
50Above 10 Kms. and upto 30 Kms.Add per each km,or part thereof @ 11.52/ KM *20
51Above 30 Kms. and upto 50 Kms.Add per each km,or part thereof @ 9.21/ KM *20
52Above 50 Kms.Add per each km,or part thereof @ 6.91/ KM *30
53Safe loading of power/ distribution transformer.
54(A) 33/11 KV power transformer.
55Above 1.6 MVA & upto 3.15 MVA
56Safe unloading of steel fabricated/ unfabricated conductor drum & other line material.
57Safe unloading of power/distribution transformers
58a) 33/11 KV power transformer.
59Above 1.6 MVA & upto 3.15 MVA
60Erection 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.
61Lattice Structure
62Erection 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.
63(B) IN RURAL AREA
64PCC Poles 9 Mtr. Long (400 Kg)
65PCC Poles 9 Mtr. Long(200Kg.)
66Erection &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 top bracing of M.S.Channels with pilot plates and clamps.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.
67PCC Poles 9 Mtr. Long(400 Kg.)/11Mtr.long
68PCC Poles 9 Mtr. Long(200 Kg.)
69Erection & 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
708\\"x3/4\\" with 7/8 SWG stay wire
716\\"x5/8\\" with 7/10 SWG stay wire
72Providing 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.
73Supplying and laying of randum rubble stone boulder having weight not less than 20 kgs.
74Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station.
75Fixing and assembly of disc.point channel pair with pilot plates&clamps on erected double 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.
7633 KV line
7711 KV line
78Fixing 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 andstrips.
79Fixing 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.
80Fixing of 33kv pin insulator with pins.
81Fixing of 11 KV pin insulator with pins.
82Assembly. 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.
83(B)G.O. switch . without earthing blade.
8433kv G.O.switch
8511kv G.O.switch
86Assembly 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.
8733kv Horn Gap fuse set.
8811kv Horn Gap fuse set.
89Fixing of PG clamp of Dog /Racoon Conductor
90Assembly,installation & commisioning of 11 KV Roaster switchs on erected structures with stting for accurate operation including fixing of allied accessories completed in all respect with post insulators and jumpering on both ends for connection with systm.The nuts & bolts will be supplied by contractor for which payment will be made as per prevailing Dicom store issue rates.
91Laying ,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.
92(B) IN RURAL AREA
93ACSR DOG
94ACSR RABBIT
95Laying, 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.
96(B) IN RURAL AREA
97G.I.Earth wire 8 SWG
98Drawing & 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.
99(A) For 4 wire stringing
1006 SWG with laces of 8 SWG
101Mesh earthing for 33/11 kv sub-station as per approved map &design usingMS flat 50X6mm/MS road 20mm dia includinglaying of flat/rod at the depth of 0.65 Mtrs.,welding & jointing at joints , structures & equipments etc.asunder:
102Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width in Ordinary rock ( where blasting is not required.)
103Laying 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.
104Shaping 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.
105Preparation 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:
106Where drilling is not required
107Pipe 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.
108Erection 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 code no 5.7 The nuts & bolts will be supplied by the contractor for which payment will be made at the prevailing store issue rates.
109(B) In Rural Area
110PCC Poles 9 Mtr. Long
111Laying / 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.
112ACSR Dog/Rabbit
113Supply, stacking & spreading of stone boulders 40 mm. Mono size.(Less voids 17%)
114Erection 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.
11533 KV VCB/SF-6 Breaker
11611 KV VCB (Outdoor )
117Installation of current/potential transformers on supporting structure including checking of wiring & conducting all pre-commissioning tests before energization & satisfactory operation in all respect (The CT/PT set will be tested by Discom).
11811 KV CT(1 set of 3 Nos.) OR PT Set
119Laying, 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.
12012x2.5 Sq.mm.
121Installation of metering points on 11 KV Out going feeder at 33/11 KV S/S.
122The installation work to be carried out as per drawing/design, under the supervision of concerned Assistant Engineer
123Mounting structure
124The requisite steel members will be supplied by contractor including the hardware. Contractor shall joint/weld the members to form the mounting structure as per drawing. Necessary tools, welding, machines, lifting devices etc. shall be arranged by contractor.
125Civil works
126Erection of lattices in alignment including excavation and concreting of structure foundation including cement, sand and grit 20 mm size (crusher broken) having ratio 1:3:6 and grit 40 mm size for ratio 1:5:10 and curing for period as required (21 days). Area of concreting will be as per the drawing.
127Metering Equipments:
128The requisite metering equipments (CTPT set, meter,meter box & suitable conductors for jumpers), will be provided by the concerned Assistant Engineer in healthy condition at site. The cables from CTPT set to meter box laid down in 50 mm GI pipe with suitable bends & nipples, shall be provided by contractor alongwith the consumable items such as PVC tapes, petroleum jelly etc. The cable should be PVC multi strand copper 4 core 2.5/4 Sq. mm ISI marked and firm & tight connections shall be made by suitable connector e.g. at CTPT sets by using clamps and at meter/TTB by suitable lugs etc. The CTPT sets so installed shall be earthed by means of the MS Flat (size 50x6 mm) by joining it with the nearest earthing available at the sub-station. Requisite earthing material shall be made available by the contractor.
129Meter:
130Meters should be fixed firmly inside the tamper proof box, as per drawing. All the meter fixture will be provided by contractor including all consumables.
131Meter Box
132The meter box shall be provided by the concerned Assistant Engineer. However, hardware or any other items required to fix the meter inside the meter box will be provided by contractor. The meter box will be fixed firmly with sufficient strength at a place as per drawing. The test terminal block(TTB) link type shall be provided by contractor in the meter box.
133Painting:
134All surfaces interior and exterior of lattice structure shall be white aluminum painted.
135Commissioning of Metering Equipments:
136Installed meters inside the box and metering equipments duly mounted on the mounting structure will be powered up by connecting load in the presence of the concerned Assistant Engineer who will arrange the necessary shut down. The completion certificate shall be furnised by contractor.be filled accordingly. Since the work involves higher A.C. voltage level, the contractor shall take full care regarding safety norms, so as to avoid any accidental hazards.
137Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing.
13833/11 KV Rural Sub-Station Structure (4086.879 Kg)
139Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling and continunous welding joint as per design and drawing.
140Other steel items
141Installation 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)
142Outdoor end terminal 3x240 Sq mm to 3x400Sq mm
143Supply of 33 KV 3 X 300 SQ. MM OUTDOOR (AS PER LATEST SIR)
14410% Above
145Installation of straight through joint (3x240 Sq mm to -3x400Sqmm
146Supply of 33 KV 3 X 300 SQ. MM S.T.J. (AS PER LATEST SIR)
14710% Above
148When cable laying through manual trench less (Bogie)
149A) When the passages available for laying the proposed cable is totally a metal or cement concrete road.
150B) When the road cutting is not permitted by the local administration.
151(i) 33/11 KV 3CX300 Sqmm. Cable
152(ii)33/11 KV below 3CX300 Sqmm.
153Crane with driver and P.O.L (Per Hrs.)
15418 T Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56946881
AUTHORITY Government Departments
TENDER VALUE 19.42 Lakhs
LAST DATE 23-09-2026
Authority
Authority Name Jaipur Vidyut Vitran Nigam Limited
Work Description Tender for The Work Of Creation Of New Proposed 33/11 Kv Gss At Sali And Proposed 33/11 Kv Feeder Underaen(Htm) Dudu, In Jurisdiction Of Jpdc- South Circle.
Basic Detail
Tender No JPD/ZCE(JZ)/TN-204
Bidding Type Tender
Location
City Jaipur
State Rajasthan
Key Dates
Publish Date 15 Sep 2026
Submission Date 23 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 19.42 Lakhs
Tender Fee 2950
EMD 38860
Exemption Available
Document List
0f62cfe6-ff75-46b2-b8f5-8f2ddbd80e63.html
BOQ_1040203.xls
Tendernotice_1.pdf
TENDERSPECSTN204.pdf

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Tender Timeline

Sep 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 02, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 23, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 3 days
Sep 14, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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0f62cfe6-ff75-46b2-b8f5-8f2ddbd80e63.html

xls

BOQ_1040203.xls

pdf

Tendernotice_1.pdf

pdf

TENDERSPECSTN204.pdf

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