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Civil Works

Civil and allied works for renovation of existing sports facilities viz. Tennis Court, Volleyball Court, Cricket Cage, etc. at DAE Colony, NFC Hyderabad.

Nuclear Fuel Complex

NFC | Medchal Malkajgiri, Telangana | Hyderabad, Telangana

Amount: ₹1.9 CrCloses: 29 Sept 20262d left

Timeline

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

Tender Value

₹1.9 Cr

EMD Value

₹3.9 L

Closing Date

29 Sept 2026, 2:00 pm2d left

Tender Inviting Organisation

Name

Chief Engineer and DCE (CED, PD and EP)

Address

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

Work Description

Civil and allied works for renovation of existing sports facilities viz. Tennis Court, Volleyball Court, Cricket Cage, etc. at DAE Colony, NFC Hyderabad.

Tender Information

Tender ID

2026_NFC_926006_1

Reference Number

C/1455/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 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

₹3.9 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 (39 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 the Department. 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. 7. Item no. 1 to 5 shall be executed by a specialised agency having experience in similar nature of work. The same shall be approved by EIC before execution. 8. Contractor shall provide Distribution Board and 4C X16 sq.mm cable of required length at their own cost for obtaining temporary power supply from the department. The DB and power cable shall be as per the specifications of NFC. 9. Contractor shall fill the requisition form for providing temporary power supply and details of any equipment to be used at site (dewatering pump, cutting machine, drilling machines, etc) shall be indicated in the proforma annexed to requisition form. 10. Contractor shall employ a licensed electrician to carryout electrical connections /terminations, measurement of earth pit resistance, insulation resistance of their installation and intimating the same to the department & also earthing shall be ensured throught existance of power supply. Intimation shall be given after completion of work for disconnection of supply and safe isolation of DB with last energy meter reading.
1Tennis Court
1.1	(1) Removing of Exiting old damaged Acrylic Coating by suitable equipment and make the existing surface rough. (2) Layer of Compacted 100mm- 150mm WMM in slope using Stone Size 40 MM to 60 MM And Stone Dust ( for WMM ) in the ratio of 70:30 where stone is 70 % and Stone Dust Compaction of same in One Layer using Road Rolled of 8-12 ton capacity. (3) Brick Work around the existing drain to match the filled area after Filling WMM. (4) Rolling to be done in both wet and Dry phases of WMM (5) First Tack Coat - Providing and applying primer coat with bitumen emulsion (medium setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (6) Compaction of Bituminous Layer of upto 30 mm Thickness using mix of 20 mm and 12 MM Stone with 60-70 Grade Bitumen. Bituminous binder percentage should be up to 3.5 % . (7) The compaction of the BM layer to be done using road roller of capacity 8-10 ton. (8) Compacting Layer of AC of Upto 20 mm Thickness using 6mm Stone/ Baby Chips (Mixture of 0-6mm Stones Devoid of Dust)mixed with 60-70 Grade Bitumen. Bituminous binder percentage should be upto 3.5- 4.0%. (9) The compaction of the AC layer to be done using road roller of capacity 8-10 ton. (10) Final Layer of Seal Coat using Stone Dust with Bitumen to make the surface appropriate for Synthetic Installation. Cold rolling to be done immediately next day of applying seal coat in the early morning hours when the climate is cold as compared to rest part of the day. (11) Final Compaction to be done with 8-10 ton. Complete As per instruction of EIC.	2,000	Sqm	-	-
1.2	Supply & Installation of removable net post and tennis net as per World Tennis/International Tennis Federation specification complete as per instruction of EIC. Note: Two poles and one net will constitute as one set.	2	Set	-	-
1.3	Supply and installation of ITF certified 8 layers acrylic system with thickness up to 3mm. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), second layer of acrylic Resurfacer (Filling and smoothing asphalt or concrete surfaces in preparation for Acryflex T tennis court system. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046kg/sqft), Third, Fourth & Fifth layer of Unirubber liquid cushion layers at a consumption ratio of 0.10 kgs per sqft all together, Sixth & Seventh layer of Precoat (Quartz filled % 100 acrylic latex based textured tennis topcoat with consumption ratio of 0.078 kg/sqft) and Eighth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ratio of 0.023 kg/sft). On top of these 8 layers, the line marking should be done with Overline paint (% 100 acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. The product must be approved/licensed/preferred by the respective International Sports Federation & used at the Indian/International Championships recognized by the respective Regional /International Sports Federation with minimum two years warranty.	2,000	Sqm	-	-
2Supply and Installation of Cricket net on already erected Structure, by swing Polypropylene rope on net and fix it around the structure to make it as cage, On top GI wire to be tied and mesh to be laid on the same. The openable/foldable intermidiate curtains to be made with s-Hook complete welding as per instruction of EIC for pratice. The required fixing arrangment will pe paid as below and fixing is included:-
2.1	High Quality Garware sports net with mesh of size 40X40 mm made with 2.50 mm HDPE braided twine, fire and UV retardant, durable and weather- resistance. ( M/s Garware Make/ Tufnet make)	1,500	Sqm	-	-
2.2	10 mm dia Polypropylene Rope	500	RM	-	-
2.3	Premium quality 12 mm dia GI Wire rope (7 nos Strands with 19 wires each Strand) Grade MS 1770	750	RM	-	-
2.4	Heavy Duty G I Wire rope clamp	50	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.03 MB

Work Item Documents

Bidderdecla.pdf

Tender Documents • 0.46 MB

FinBidDoc.pdf

Tender Documents • 0.93 MB

GCCSCC.pdf

Tender Documents • 1.20 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

Drawings.pdf

Tender Documents • 13.82 MB

Biddocument5TECHFORMSATOH.xls

Tender Documents • 0.08 MB

AppointmentLetterWageSlipFormat.pdf

Tender Documents • 0.86 MB

DBandCableSpecifications.pdf

Tender Documents • 0.11 MB

PowerSupplyRequisitionForm.pdf

Tender Documents • 0.94 MB

BOQ_973099.xls

BOQ • 0.41 MB

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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 the Department. 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. 7. Item no. 1 to 5 shall be executed by a specialised agency having experience in similar nature of work. The same shall be approved by EIC before execution. 8. Contractor shall provide Distribution Board and 4C X16 sq.mm cable of required length at their own cost for obtaining temporary power supply from the department. The DB and power cable shall be as per the specifications of NFC. 9. Contractor shall fill the requisition form for providing temporary power supply and details of any equipment to be used at site (dewatering pump, cutting machine, drilling machines, etc) shall be indicated in the proforma annexed to requisition form. 10. Contractor shall employ a licensed electrician to carryout electrical connections /terminations, measurement of earth pit resistance, insulation resistance of their installation and intimating the same to the department & also earthing shall be ensured throught existance of power supply. Intimation shall be given after completion of work for disconnection of supply and safe isolation of DB with last energy meter reading.
1Tennis Court
1.1	(1) Removing of Exiting old damaged Acrylic Coating by suitable equipment and make the existing surface rough. (2) Layer of Compacted 100mm- 150mm WMM in slope using Stone Size 40 MM to 60 MM And Stone Dust ( for WMM ) in the ratio of 70:30 where stone is 70 % and Stone Dust Compaction of same in One Layer using Road Rolled of 8-12 ton capacity. (3) Brick Work around the existing drain to match the filled area after Filling WMM. (4) Rolling to be done in both wet and Dry phases of WMM (5) First Tack Coat - Providing and applying primer coat with bitumen emulsion (medium setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (6) Compaction of Bituminous Layer of upto 30 mm Thickness using mix of 20 mm and 12 MM Stone with 60-70 Grade Bitumen. Bituminous binder percentage should be up to 3.5 % . (7) The compaction of the BM layer to be done using road roller of capacity 8-10 ton. (8) Compacting Layer of AC of Upto 20 mm Thickness using 6mm Stone/ Baby Chips (Mixture of 0-6mm Stones Devoid of Dust)mixed with 60-70 Grade Bitumen. Bituminous binder percentage should be upto 3.5- 4.0%. (9) The compaction of the AC layer to be done using road roller of capacity 8-10 ton. (10) Final Layer of Seal Coat using Stone Dust with Bitumen to make the surface appropriate for Synthetic Installation. Cold rolling to be done immediately next day of applying seal coat in the early morning hours when the climate is cold as compared to rest part of the day. (11) Final Compaction to be done with 8-10 ton. Complete As per instruction of EIC.	2,000	Sqm	-	-
1.2	Supply & Installation of removable net post and tennis net as per World Tennis/International Tennis Federation specification complete as per instruction of EIC. Note: Two poles and one net will constitute as one set.	2	Set	-	-
1.3	Supply and installation of ITF certified 8 layers acrylic system with thickness up to 3mm. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), second layer of acrylic Resurfacer (Filling and smoothing asphalt or concrete surfaces in preparation for Acryflex T tennis court system. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046kg/sqft), Third, Fourth & Fifth layer of Unirubber liquid cushion layers at a consumption ratio of 0.10 kgs per sqft all together, Sixth & Seventh layer of Precoat (Quartz filled % 100 acrylic latex based textured tennis topcoat with consumption ratio of 0.078 kg/sqft) and Eighth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ratio of 0.023 kg/sft). On top of these 8 layers, the line marking should be done with Overline paint (% 100 acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. The product must be approved/licensed/preferred by the respective International Sports Federation & used at the Indian/International Championships recognized by the respective Regional /International Sports Federation with minimum two years warranty.	2,000	Sqm	-	-
2Supply and Installation of Cricket net on already erected Structure, by swing Polypropylene rope on net and fix it around the structure to make it as cage, On top GI wire to be tied and mesh to be laid on the same. The openable/foldable intermidiate curtains to be made with s-Hook complete welding as per instruction of EIC for pratice. The required fixing arrangment will pe paid as below and fixing is included:-
2.1	High Quality Garware sports net with mesh of size 40X40 mm made with 2.50 mm HDPE braided twine, fire and UV retardant, durable and weather- resistance. ( M/s Garware Make/ Tufnet make)	1,500	Sqm	-	-
2.2	10 mm dia Polypropylene Rope	500	RM	-	-
2.3	Premium quality 12 mm dia GI Wire rope (7 nos Strands with 19 wires each Strand) Grade MS 1770	750	RM	-	-
2.4	Heavy Duty G I Wire rope clamp	50	Nos	-	-

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 the Department. 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. 7. Item no. 1 to 5 shall be executed by a specialised agency having experience in similar nature of work. The same shall be approved by EIC before execution. 8. Contractor shall provide Distribution Board and 4C X16 sq.mm cable of required length at their own cost for obtaining temporary power supply from the department. The DB and power cable shall be as per the specifications of NFC. 9. Contractor shall fill the requisition form for providing temporary power supply and details of any equipment to be used at site (dewatering pump, cutting machine, drilling machines, etc) shall be indicated in the proforma annexed to requisition form. 10. Contractor shall employ a licensed electrician to carryout electrical connections /terminations, measurement of earth pit resistance, insulation resistance of their installation and intimating the same to the department & also earthing shall be ensured throught existance of power supply. Intimation shall be given after completion of work for disconnection of supply and safe isolation of DB with last energy meter reading.

1Tennis Court

1.1

(1) Removing of Exiting old damaged Acrylic Coating by suitable equipment and make the existing surface rough. (2) Layer of Compacted 100mm- 150mm WMM in slope using Stone Size 40 MM to 60 MM And Stone Dust ( for WMM ) in the ratio of 70:30 where stone is 70 % and Stone Dust Compaction of same in One Layer using Road Rolled of 8-12 ton capacity. (3) Brick Work around the existing drain to match the filled area after Filling WMM. (4) Rolling to be done in both wet and Dry phases of WMM (5) First Tack Coat - Providing and applying primer coat with bitumen emulsion (medium setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (6) Compaction of Bituminous Layer of upto 30 mm Thickness using mix of 20 mm and 12 MM Stone with 60-70 Grade Bitumen. Bituminous binder percentage should be up to 3.5 % . (7) The compaction of the BM layer to be done using road roller of capacity 8-10 ton. (8) Compacting Layer of AC of Upto 20 mm Thickness using 6mm Stone/ Baby Chips (Mixture of 0-6mm Stones Devoid of Dust)mixed with 60-70 Grade Bitumen. Bituminous binder percentage should be upto 3.5- 4.0%. (9) The compaction of the AC layer to be done using road roller of capacity 8-10 ton. (10) Final Layer of Seal Coat using Stone Dust with Bitumen to make the surface appropriate for Synthetic Installation. Cold rolling to be done immediately next day of applying seal coat in the early morning hours when the climate is cold as compared to rest part of the day. (11) Final Compaction to be done with 8-10 ton. Complete As per instruction of EIC.

2,000

Sqm

1.2

Supply & Installation of removable net post and tennis net as per World Tennis/International Tennis Federation specification complete as per instruction of EIC. Note: Two poles and one net will constitute as one set.

Set

1.3

Supply and installation of ITF certified 8 layers acrylic system with thickness up to 3mm. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), second layer of acrylic Resurfacer (Filling and smoothing asphalt or concrete surfaces in preparation for Acryflex T tennis court system. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046kg/sqft), Third, Fourth & Fifth layer of Unirubber liquid cushion layers at a consumption ratio of 0.10 kgs per sqft all together, Sixth & Seventh layer of Precoat (Quartz filled % 100 acrylic latex based textured tennis topcoat with consumption ratio of 0.078 kg/sqft) and Eighth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ratio of 0.023 kg/sft). On top of these 8 layers, the line marking should be done with Overline paint (% 100 acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. The product must be approved/licensed/preferred by the respective International Sports Federation & used at the Indian/International Championships recognized by the respective Regional /International Sports Federation with minimum two years warranty.

2,000

Sqm

2Supply and Installation of Cricket net on already erected Structure, by swing Polypropylene rope on net and fix it around the structure to make it as cage, On top GI wire to be tied and mesh to be laid on the same. The openable/foldable intermidiate curtains to be made with s-Hook complete welding as per instruction of EIC for pratice. The required fixing arrangment will pe paid as below and fixing is included:-

2.1

High Quality Garware sports net with mesh of size 40X40 mm made with 2.50 mm HDPE braided twine, fire and UV retardant, durable and weather- resistance. ( M/s Garware Make/ Tufnet make)

1,500

Sqm

2.2

10 mm dia Polypropylene Rope

500

2.3

Premium quality 12 mm dia GI Wire rope (7 nos Strands with 19 wires each Strand) Grade MS 1770

750

2.4

Heavy Duty G I Wire rope clamp

Nos