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Construction of Drains, Cable Trench, Laying of Sewer and Utilities lines and Other civil works for NFC Kota Township, Rawatbhata.

Nuclear Fuel Complex

NFC | Chittorgarh, Rajasthan | Kota, Rajasthan

Amount: ₹4.9 CrCloses: 29 Sept 20262d left

Timeline

Published15 Sept 2026
Submission Opens18 Sept 2026
Closes29 Sept 2026
Bid Opening30 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 24 Sept 2026

Tender Value

₹4.9 Cr

EMD Value

₹9.8 L

Closing Date

29 Sept 2026, 2:00 pm2d left

Tender Inviting Organisation

Name

Chief Engineer and DCE (CED, PD and EP)

Address

by Chief Engineer and DCE (CED, PD and EP), Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062

Work Description

Construction of Drains, Cable Trench, Laying of Sewer and Utilities lines and Other civil works for NFC Kota Township, Rawatbhata.

Tender Information

Tender ID

2026_NFC_926012_1

Reference Number

C/1453/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

NFC

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of EMD, Financial Turnover, Profit and Loss, Solvency, Bidding Capacity. (.pdf)

RequiredScanned copies of completion certificates of works completed and work orders for works in hand. (.pdf)

RequiredScanned copy of list of construction plant and machinery and technical staff. (.pdf)

RequiredScanned copy of Registration, GST, PAN, ESI, EPF and LIN. (.pdf)

RequiredScanned copy of bidder declaration, letter for submission of Bid IPR and undertaking. (.pdf)

RequiredDuly filled Forms A to H and checklist (.xls)

RequiredScanned copy of other documents as per NIT. (.pdf)

Finance

RequiredBOQ to be filled and uploaded (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹9.8 L

Important Dates

Last Activity

15 Sept 2026

Published

15 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

15 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

18 Sept 2026

Clarification Period

15 Sept 2026 - 17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (56 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
0General Notes: 1. The contractor shall follow relevant IS codes/technical specifications for execution of work. 2. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 3. The contractor shall provide sleeveless Jackets to the workers in required pattern, colour showing name of contractor with address and telephone number as approved by the Engineer in charge. All the workers must wear the same while on duty. 4. Contractor has to make his own arrangements for providing hard barricading and regulating the work by providing sign boards for Diversion, Men at Work, Danger, Work in progress, Diversions/ Change of Directions etc. at his own cost during exectutuion of work as directed by EIC. 5. The contractor shall maintain good workman ship and follow safe working procedures during the work. 6. Rates are inclusive of Scaffolding for all items for all heights and depths.
1I. EARTH WORK :
1.01	Earthwork excavation by manual means/mechanical means (Hydraulic excavator) for over Areas, foundations, trenches, drains, pipelines, cables etc. upto required depths in all kinds of Soils/fill up rocks/crushed rocks/heep except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, dressing the bottom and sides to required levels, profiles, slopes, etc., including getting out the excavated soil, simultaneous filling in low lying area/ stacking for further use within the NFC colony area, in case of filling it shall be in layers not exceeding 250 mm, consolidating, leveling, disposing the surplus earth/spoils within a lead of 50m , clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified.	-	-	-	-
1.011	a) Upto 1.50 m depth from average ground level.	4,000	Cum	-	-
1.02	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in ordinary rock upto the depths specified below including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.	-	-	-	-
1.021	a) Upto 1.50 m depth from average ground level.	300	Cum	-	-
1.03	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in hard rock (blasting prohibited) by chiseling, wedging or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling, diamond wire rope cutting etc. upto the depths specified below, including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.	-	-	-	-
1.031	a) Upto 1.50 m depth from average ground level.	2,000	Cum	-	-
1.04	Earth work in surface excavation in all kind of soil/ordinary rock/loose muck not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc as directed by Engineer-in- Charge.	20,000	Sqm	-	-
1.05	Supplying and filling of good local earth/borrow soil (including royalty) from outside by mechanical transport including ramming, watering, compacting of the earth in layers not exceeding 20 cm in top/bottom/sides of foundation, trenches, road formation, etc. complete for all leads and lifts as available from approved source of query.	300	Cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.03 MB

Work Item Documents

FinBidDoc.pdf

Tender Documents • 0.93 MB

Drawings.pdf

Tender Documents • 2.26 MB

GCCSCC.pdf

Tender Documents • 1.34 MB

BidDeclare.pdf

Tender Documents • 0.46 MB

05spec5.pdf

Tender Documents • 2.56 MB

6_CementGodownSketch.pdf

Tender Documents • 0.98 MB

7_SafetyAccessNFC.pdf

Tender Documents • 3.30 MB

8_AERBControlofWorks.pdf

Tender Documents • 0.27 MB

9_SafetyLifelineNFC.pdf

Tender Documents • 1.38 MB

10_VAOI.pdf

Tender Documents • 0.69 MB

01spfI.pdf

Tender Documents • 6.73 MB

02spfII.pdf

Tender Documents • 3.31 MB

03spfIII.pdf

Tender Documents • 5.06 MB

04spfIV.pdf

Tender Documents • 4.74 MB

Biddocument5TECHFORMSATOH.xls

Tender Documents • 0.08 MB

BOQ_973107.xls

BOQ • 0.44 MB

AppointmentLetterWageSlipFormat.pdf

Tender Documents • 0.86 MB

Corrigendum Documents

Prebidquery.pdf

PDF • 0.92 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
0General Notes: 1. The contractor shall follow relevant IS codes/technical specifications for execution of work. 2. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 3. The contractor shall provide sleeveless Jackets to the workers in required pattern, colour showing name of contractor with address and telephone number as approved by the Engineer in charge. All the workers must wear the same while on duty. 4. Contractor has to make his own arrangements for providing hard barricading and regulating the work by providing sign boards for Diversion, Men at Work, Danger, Work in progress, Diversions/ Change of Directions etc. at his own cost during exectutuion of work as directed by EIC. 5. The contractor shall maintain good workman ship and follow safe working procedures during the work. 6. Rates are inclusive of Scaffolding for all items for all heights and depths.
1I. EARTH WORK :
1.01	Earthwork excavation by manual means/mechanical means (Hydraulic excavator) for over Areas, foundations, trenches, drains, pipelines, cables etc. upto required depths in all kinds of Soils/fill up rocks/crushed rocks/heep except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, dressing the bottom and sides to required levels, profiles, slopes, etc., including getting out the excavated soil, simultaneous filling in low lying area/ stacking for further use within the NFC colony area, in case of filling it shall be in layers not exceeding 250 mm, consolidating, leveling, disposing the surplus earth/spoils within a lead of 50m , clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified.	-	-	-	-
1.011	a) Upto 1.50 m depth from average ground level.	4,000	Cum	-	-
1.02	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in ordinary rock upto the depths specified below including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.	-	-	-	-
1.021	a) Upto 1.50 m depth from average ground level.	300	Cum	-	-
1.03	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in hard rock (blasting prohibited) by chiseling, wedging or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling, diamond wire rope cutting etc. upto the depths specified below, including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.	-	-	-	-
1.031	a) Upto 1.50 m depth from average ground level.	2,000	Cum	-	-
1.04	Earth work in surface excavation in all kind of soil/ordinary rock/loose muck not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc as directed by Engineer-in- Charge.	20,000	Sqm	-	-
1.05	Supplying and filling of good local earth/borrow soil (including royalty) from outside by mechanical transport including ramming, watering, compacting of the earth in layers not exceeding 20 cm in top/bottom/sides of foundation, trenches, road formation, etc. complete for all leads and lifts as available from approved source of query.	300	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

0General Notes: 1. The contractor shall follow relevant IS codes/technical specifications for execution of work. 2. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 3. The contractor shall provide sleeveless Jackets to the workers in required pattern, colour showing name of contractor with address and telephone number as approved by the Engineer in charge. All the workers must wear the same while on duty. 4. Contractor has to make his own arrangements for providing hard barricading and regulating the work by providing sign boards for Diversion, Men at Work, Danger, Work in progress, Diversions/ Change of Directions etc. at his own cost during exectutuion of work as directed by EIC. 5. The contractor shall maintain good workman ship and follow safe working procedures during the work. 6. Rates are inclusive of Scaffolding for all items for all heights and depths.

1I. EARTH WORK :

1.01

Earthwork excavation by manual means/mechanical means (Hydraulic excavator) for over Areas, foundations, trenches, drains, pipelines, cables etc. upto required depths in all kinds of Soils/fill up rocks/crushed rocks/heep except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, dressing the bottom and sides to required levels, profiles, slopes, etc., including getting out the excavated soil, simultaneous filling in low lying area/ stacking for further use within the NFC colony area, in case of filling it shall be in layers not exceeding 250 mm, consolidating, leveling, disposing the surplus earth/spoils within a lead of 50m , clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified.

1.011

a) Upto 1.50 m depth from average ground level.

4,000

Cum

1.02

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in ordinary rock upto the depths specified below including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.

1.021

a) Upto 1.50 m depth from average ground level.

300

Cum

1.03

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means for over areas, foundations, trenches, drains, pipelines, cables etc. in hard rock (blasting prohibited) by chiseling, wedging or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling, diamond wire rope cutting etc. upto the depths specified below, including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.

1.031

a) Upto 1.50 m depth from average ground level.

2,000

Cum

1.04

Earth work in surface excavation in all kind of soil/ordinary rock/loose muck not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc as directed by Engineer-in- Charge.

20,000

Sqm

1.05

Supplying and filling of good local earth/borrow soil (including royalty) from outside by mechanical transport including ramming, watering, compacting of the earth in layers not exceeding 20 cm in top/bottom/sides of foundation, trenches, road formation, etc. complete for all leads and lifts as available from approved source of query.

300

Cum