Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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The RRVPN has issued a formal invitation for competitive bids for the Rajasthan Rajya Vidyut Prasaran Nigam Limited project, for Construction Of Capacitor Bank At 132 Kvgss Barawarada in Pratapgarh, Rajasthan, with an estimated contract value of Rs. 23,00,000. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Rajasthan Rajya Vidyut Prasaran Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rajasthan Rajya Vidyut Prasaran Nigam Limited - RRVPN Tender
Electrical and Electronics
Eprocure
Opening Date27 May 2025
Closing Date5 Jun 2025
Tender Amount₹ 23,00,000
Costs
EMD
₹ 46,000Document Cost
₹ 1,180Tender Fee
₹ 590
Summary
Construction Of Capacitor Bank At 132 Kvgss Barawarada
Description
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Contact
Tender Id
2025_RRVPN_473671_3Tender No
NIT 06/25-26 SE (CIVIL) RVPN UDAIPURTender Authority
Rajasthan Rajya Vidyut Prasaran Nigam Limited ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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(B-156/14.2.2) 1: 4: 8 or leaner mix.
15
393
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(B-157/14.9.2) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: in cement mortar.
29
641
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(B-44/1.9.1) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. Ordinary Rock.
201
268
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(B-44/1.7.1) Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock.
86
251
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(B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size).
33
3302
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(B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix.
60
4934
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(B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc.
288
157
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(B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code).
1630
77
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(B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
244
2838
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(B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness.
15
186
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(B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 20 mm thick.
349
190
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(B-128/11.3.1) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate.
8
277
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(B-56/3.8) Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification.
37
367
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(B-145/12.43.1) Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision. New work.
290
123
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(B-98/9.2) Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete.
40
81
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(B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
3
69
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(S-247/3.16.3) P&F rigid PVC pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia.
166
282
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(B-1/1.2 - B-1/1.4) Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soils. Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth.
420
269
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(G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km. Deduct: Initial lead of 50m in earthwork item.
420
142
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(B-135/11.38.1.B) Providing and laying of paver block as per IS 15658 : 2006 and IRC : SP:63-2004. M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc. Category B Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004.
470
786
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(G-3/3.293) Supply of stone aggregates (single size): 40 mm nominal size.
43
990
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(G-37/4.2) Carriage of material: Building rubbish stone metal (grit & ballast). Lead for 60 Km.
43
520
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