Tender ID

CPPP

Active

Works

Civil Works

Providing Polyethylene Glass Lining PEG lining in existing Solar Evaporation Ponds A and D at Zirconium Complex, Pazhayakayal, Tuticorin.

Nuclear Fuel Complex

Zirconium Complex, Pazhayakayal | Tuticorin, Tamil Nadu

Amount: ₹6 CrCloses: 13 Nov 20266 Nov 2026Due tomorrow

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Timeline

Published22 Oct 2026
Submission Opens25 Oct 2026
Closes13 Nov 20266 Nov 2026
Bid Opening14 Nov 20267 Nov 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Nov 2026Submission Ends:6 Nov 202613 Nov 2026

Date changes

Download Ends6 Nov 202613 Nov 2026Submission Ends6 Nov 202613 Nov 2026Bid Opening7 Nov 202614 Nov 2026

Tender Value

₹6 Cr

EMD Value

₹12 L

Closing Date

13 Nov 2026, 2:00 pmDue tomorrow

Tender Inviting Organisation

Name

Chief Engineer and DCE (CED, PD, EP, CD and SR)

Address

Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062

Work Description

Providing Polyethylene Glass Lining PEG lining in existing Solar Evaporation Ponds A and D at Zirconium Complex, Pazhayakayal, Tuticorin.

Tender Information

Tender ID

2026_NFC_930832_1

Reference Number

C/1461/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

240 days

Location

Zirconium Complex, Pazhayakayal

Source Website

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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 and IPR 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

₹12 L

Important Dates

Last Activity

13 Nov 2026

Published

22 Oct 2026

Bid Opening

14 Nov 2026

Download Starts

22 Oct 2026

Download Ends

13 Nov 2026

Submission Starts

25 Oct 2026

Clarification Period

22 Oct 2026 - 24 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation over Areas, foundations, trenches, drains etc. upto required depths in all kinds of Soils 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., disposing the surplus earth/spoils within a lead of 50m , levelling the areas 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 all as directed and specified. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond.
1.1	a) Upto 1.50 m depth from average ground level.	500	Cum	-	-
2	Lead charges within ZC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively.	1,000	Cum	-	-
3	Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed.	250	Cum	-	-
4	Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-35 insitu mixing BY WEIGH BATCHER using Portland Slag Cement conforming to IS 455 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches/manholes etc. with and without holes including formwork but excluding reinforcement.	15	Cum	-	-
5	Brick work as per IS 2212 using fly ash bricks conforming to IS 12894 of Class Designation 7.5 and above at all height/depth with cement mortar 1:6 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse Sand (conforming to IS 2116)} including raking out joints, curing, scaffolding etc., complete as specified and directed.	25	Cum	-	-
6	Providing & applying screed concrete of M-25 grade with maximun coarse aggregate size of 10 mm or less using Weigh Batching or RMC using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 10mm maximum size at all depths/heights below/above plinth level including power troweling, consolidation, finishing smooth/broom finish as applicable, curing, adding water proofing chemical of FOSROC/PIDILITE/SUNANDA as per manufacturer's specifications, etc., but excluding Formwork, complete as specified and directed.	450	Cum	-	-
7Providing and laying machine cut chissel dressed Shahbad stone slab of approved shade in floor, tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.m. of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.m. of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.
7.1	25mm thick Shahbad stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor tread, landing, riser, skirting, dado over 20mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume) for floor/tread/landing and 12mm thick cement mortar 1:3(1 Cement : 3 coarse sand by volume) for dado/skirting/risers etc.	500	Sqm	-	-
8	Cement plastering 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level with 12mm thick base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)}, 8mm thick finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand (conforming to IS 1542)}, final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for service lines, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed.	250	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.03 MB

Work Item Documents

Bidderdeclaration.pdf

Tender Documents • 0.46 MB

Financialbiddocument.pdf

Tender Documents • 0.93 MB

Biddocument5TECHFORMSATOH.xls

Tender Documents • 0.08 MB

GCCSCC.pdf

Tender Documents • 1.20 MB

BOQ_978154.xls

BOQ • 0.41 MB

AERBControlofWorks.pdf

Tender Documents • 0.27 MB

MOU.pdf

Tender Documents • 0.44 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

AppointmentLetterWageSlipFormat.pdf

Tender Documents • 0.86 MB

DBandCableSpecifications.pdf

Tender Documents • 0.11 MB

PowerSupplyRequisitionForm.pdf

Tender Documents • 0.94 MB

specificationsforPEGlining.pdf

Tender Documents • 0.18 MB

Corrigendum Documents

DateCorrigendum.pdf

PDF • 0.79 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation over Areas, foundations, trenches, drains etc. upto required depths in all kinds of Soils 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., disposing the surplus earth/spoils within a lead of 50m , levelling the areas 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 all as directed and specified. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond.
1.1	a) Upto 1.50 m depth from average ground level.	500	Cum	-	-
2	Lead charges within ZC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively.	1,000	Cum	-	-
3	Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed.	250	Cum	-	-
4	Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-35 insitu mixing BY WEIGH BATCHER using Portland Slag Cement conforming to IS 455 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches/manholes etc. with and without holes including formwork but excluding reinforcement.	15	Cum	-	-
5	Brick work as per IS 2212 using fly ash bricks conforming to IS 12894 of Class Designation 7.5 and above at all height/depth with cement mortar 1:6 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse Sand (conforming to IS 2116)} including raking out joints, curing, scaffolding etc., complete as specified and directed.	25	Cum	-	-
6	Providing & applying screed concrete of M-25 grade with maximun coarse aggregate size of 10 mm or less using Weigh Batching or RMC using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 10mm maximum size at all depths/heights below/above plinth level including power troweling, consolidation, finishing smooth/broom finish as applicable, curing, adding water proofing chemical of FOSROC/PIDILITE/SUNANDA as per manufacturer's specifications, etc., but excluding Formwork, complete as specified and directed.	450	Cum	-	-
7Providing and laying machine cut chissel dressed Shahbad stone slab of approved shade in floor, tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.m. of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.m. of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.
7.1	25mm thick Shahbad stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor tread, landing, riser, skirting, dado over 20mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume) for floor/tread/landing and 12mm thick cement mortar 1:3(1 Cement : 3 coarse sand by volume) for dado/skirting/risers etc.	500	Sqm	-	-
8	Cement plastering 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level with 12mm thick base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)}, 8mm thick finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand (conforming to IS 1542)}, final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for service lines, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed.	250	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork excavation over Areas, foundations, trenches, drains etc. upto required depths in all kinds of Soils 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., disposing the surplus earth/spoils within a lead of 50m , levelling the areas 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 all as directed and specified. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond.

1.1

a) Upto 1.50 m depth from average ground level.

500

Cum

Lead charges within ZC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively.

1,000

Cum

Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed.

250

Cum

Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-35 insitu mixing BY WEIGH BATCHER using Portland Slag Cement conforming to IS 455 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches/manholes etc. with and without holes including formwork but excluding reinforcement.

Cum

Brick work as per IS 2212 using fly ash bricks conforming to IS 12894 of Class Designation 7.5 and above at all height/depth with cement mortar 1:6 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse Sand (conforming to IS 2116)} including raking out joints, curing, scaffolding etc., complete as specified and directed.

Cum

Providing & applying screed concrete of M-25 grade with maximun coarse aggregate size of 10 mm or less using Weigh Batching or RMC using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 10mm maximum size at all depths/heights below/above plinth level including power troweling, consolidation, finishing smooth/broom finish as applicable, curing, adding water proofing chemical of FOSROC/PIDILITE/SUNANDA as per manufacturer's specifications, etc., but excluding Formwork, complete as specified and directed.

450

Cum

7Providing and laying machine cut chissel dressed Shahbad stone slab of approved shade in floor, tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.m. of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.m. of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

7.1

25mm thick Shahbad stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor tread, landing, riser, skirting, dado over 20mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume) for floor/tread/landing and 12mm thick cement mortar 1:3(1 Cement : 3 coarse sand by volume) for dado/skirting/risers etc.

500

Sqm

Cement plastering 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level with 12mm thick base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)}, 8mm thick finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand (conforming to IS 1542)}, final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for service lines, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed.

250

Sqm