Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

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The RVPN has issued a formal invitation for competitive bids for the Rajasthan Rajya Vidyut Prasaran Nigam Limited project, for Construction Of Foundation For 4 Nos 33kv Bay Under Rdss Scheme Of Jvvnl At 132 Kv Gss Govindgarh in Alwar, Rajasthan, with an estimated contract value of Rs. 22,80,000. The bid opening date for this tender is 31-12-2024 and the last date for bid submission is 15-01-2025. 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 - RVPN Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Dec 2024
Closing Date15 Jan 2025
Tender Amount₹ 22,80,000 
Notes
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Costs

  • EMD

    ₹ 45,600
  • Document Cost

    ₹ 1,180
  • Tender Fee

    ₹ 590

Description

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Documents
BOQ for the work Construction of foundation for 4 Nos 33KV bay under RDSS scheme of JVVNL at 132 KV GSS Govindgarh
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BOQ Items

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(S-3/3.16.3) 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

12

282

3384

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(G-4/4.1.8) Disposal/carriage of earth including loading, unloading and transportation with in a lead of 3.0 Km complete as per direction of Engineer in charge.

274

98

26852

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(B-12/12.3.2) Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick

185

190

35150

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(B-3/3.1.6) P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

49

3302

161798

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(B-11/11.29) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge).

7

6103

42721

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B-13/3.8 P&F precast Cement concrete coping 1:2:4 mix 50mm thick complete as per specification

27

367

9909

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(B-9/9.2)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:

454

81

36774

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(B-4/4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

518

157

81326

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B-11/11.9.1 Providing and fixing glass strips in joints of terrazo/ cement concrete 40mm wide and 4mm thick floors.

43

31

1333

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(B-11/11.28.1(B)) Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 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.( As per table 1 of IS 15658:2006) Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004

1100

786

864600

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(B-4/4.13.3) 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)

2414

77

185878

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(B-6/6.1.6) Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortarabove 30 CM thick walls 1:6 (1 cement:6 sand)

43

2838

122034

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(G-2/293+G-33/4.2.14) Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 30 km complete in all respect as per dirction of engineer incharge

100

1300

130000

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(B-1/1.1)Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil

1100

35

38500

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(B-11/11.3.1)Cement concrete flooring 1:2:4 (1cement:2 course sand:4 stone aggregate finished with flouting coat of neat cement slurry ,making of lines or grooves etc. complete but excluding the cost nosing of steps etc. complete.40 mm thick with 20 mm thick nominal size aggregate.

43

277

11911

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(B-1/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

218

178

38804



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