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Augmentation work of 31.5 MVA Transformer and 132/33 KV Bay at 132 KV GSS, Jojawar Distt. Pali

Rajasthan Rajya Vidyut Prasaran Nigam Limited

132 KV GSS, Jojawar Distt. Pali | Pali, Rajasthan

Amount: ₹52.3 LCloses: 21 Oct 20265d left

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Timeline

Published12 Oct 2026
Closes21 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹52.3 L

EMD Value

₹1.0 L

Closing Date

21 Oct 2026, 11:30 am5d left

Tender Inviting Organisation

Name

SE Civil Jodhpur

Address

NPH Jodhpur

Work Description

Augmentation work of 31.5 MVA Transformer and 132/33 KV Bay at 132 KV GSS, Jojawar Distt. Pali

Tender Information

Tender ID

2026_RRVPN_603574_2

Reference Number

NIT No.13 (2026-27) SE CIVIL RVPN JODHPUR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

132 KV GSS, Jojawar Distt. Pali

Source Website

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Eligibility / Pre-Qualification

Tender document ,fees Registration Certificate, GST Registration Certificate, etc.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTender document ,fees Registration Certificate, GST Registration Certificate, etc. (.pdf)

Finance

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

Tender Fee Payable To

AO T and C RRVPNL KANKANI

EMD Fee Amount

₹1.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

12 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. ( B - 1 /1.8 ). All kind of soils	80	P.Cum	178	₹14,240
2	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 up to 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. Hard Rock Blasting Porihibited (B/1.9.3)	155	P. Cum	551	₹85,405
-	Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B -3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size	121.48	P.Cum	3,962	₹4,81,303.76
-	P/L in position specified grade of reinforced cement concrete for RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plasticizers (if required) excluding cost of centering and shuttering and reinforcement- M20 grade Nominal Mix/ Design Mix (B-4.1)	146	P.Cum	5,921	₹8,64,466
-	Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations , footings, strap beams, rafts, bases of columns, etc. (B-20 / 4.9)	806	P.Sqm	173	₹1,39,438
-	P/ 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 three level.Tremo Mechanically treated bars (Conforming of relevent IS code) ( B / 4.13.3)	4,935	P.Kg.	82	₹4,04,670
-	Random Rubble stone masonary with hard stone in foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in : Cement Sand Mortar 1:6 (1-Cement:6-Sand). (B/6.1.6)	108	P.Cum	3,406	₹3,67,848
-	P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-3.16.3)	90	RM	300	₹27,000
-	P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm bend 87.5 Dg. (S-3.17.9)	10	Each	164	₹1,640
-	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 25 mm thick. (B/12.3.1)	427	P.Sqm	253	₹1,08,031

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.40 MB

Work Item Documents

Tenderdoc.pdf

Tender Documents • 0.40 MB

FinalContractAgreementNewSEofficeMail.pdf

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. ( B - 1 /1.8 ). All kind of soils

P.Cum

178

₹14,240

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 up to 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. Hard Rock Blasting Porihibited (B/1.9.3)

155

P. Cum

551

₹85,405

Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B -3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size

121.48

P.Cum

3,962

₹4,81,303.76

P/L in position specified grade of reinforced cement concrete for RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plasticizers (if required) excluding cost of centering and shuttering and reinforcement- M20 grade Nominal Mix/ Design Mix (B-4.1)

146

P.Cum

5,921

₹8,64,466

Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations , footings, strap beams, rafts, bases of columns, etc. (B-20 / 4.9)

806

P.Sqm

173

₹1,39,438

P/ 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 three level.Tremo Mechanically treated bars (Conforming of relevent IS code) ( B / 4.13.3)

4,935

P.Kg.

₹4,04,670

Random Rubble stone masonary with hard stone in foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in : Cement Sand Mortar 1:6 (1-Cement:6-Sand). (B/6.1.6)

108

P.Cum

3,406

₹3,67,848

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-3.16.3)

300

₹27,000

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm bend 87.5 Dg. (S-3.17.9)

Each

164

₹1,640

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 25 mm thick. (B/12.3.1)

427

P.Sqm

253

₹1,08,031