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Civil Works - Others

TENDER FOR GENERAL-STRENGTHENING OF 1010kVA DG AREA BY RETAINING WALL CONSTRUCTION AND DISMANTLING OF OLD DG FOUNDATION AND RECONSTRUCTION OF DG FOUNDATION AT AFT FACTORY , AKKULAM-CIVIL WORKS

HLL Lifecare Limited

HLL LIFECARE LIMITED AKKULAM FACTORY | Thiruvananthapuram, Kerala

Amount: Refer DocsCloses: 19 Aug 202614 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed19 Aug 2026
Technical Evaluation1 Sept 2026
Award—

Bids

4 Bids1 Sept 2026

#	Company	Status
1	N J JAYARAJ Accepted-Technical	Accepted-Technical qualified
2	RTF Infra Private Limited Accepted-Technical	Accepted-Technical qualified
3	SREERAJU K G Accepted-Technical	Accepted-Technical qualified
4	Gopakumar K Not Admitted-PreQual/Technical	Not Admitted-PreQual/Technical Others-Technically not qualified

Corrigenda

Corrigendum

2 updatesLatest on 17 Aug 2026Submission Ends:14 Aug 202619 Aug 2026

Date changes

Download Ends14 Aug 202619 Aug 2026Clarification Ends13 Aug 202618 Aug 2026Submission Ends14 Aug 202619 Aug 2026Bid Opening17 Aug 202620 Aug 2026

Tender Value

Refer Docs

EMD Value

₹1 L

Closing Date

19 Aug 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

Joint General Manager (Materials)

Address

HLL LIFECARE LIMITED AKKULAM FACTORY

Work Description

TENDER FOR GENERAL STRENGTHENING OF 1010kVA DG AREA BY RETAINING WALL CONSTRUCTION AND DISMANTLING OF OLD DG FOUNDATION AND RECONSTRUCTION OF DG FOUNDATION AT AFT FACTORY , AKKULAM CIVIL WORKS

Tender Information

Tender ID

2026_HLL_286342_1

Reference Number

HLL/AFT/MTLS/DG FOUNDATION 1010 kVA AND DISMANTLING 1/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

365 days

Location

HLL LIFECARE LIMITED AKKULAM FACTORY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender document

Documents Required

4 documents required · 4 mandatory

Fee

RequiredTENDER FEE (.pdf)

RequiredEMD (.pdf)

PreQual/Technical

RequiredTENDER DOCUMENT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

Payable To

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Sept 2026

Published

4 Aug 2026

Bid Opening

20 Aug 2026

Download Starts

4 Aug 2026

Download Ends

19 Aug 2026

Submission Starts

4 Aug 2026

Clarification Period

4 Aug 2026 - 18 Aug 2026

Bill of Quantities

Item WiseBoQ_Ver4.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
1.01	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	1	CUM	-	-	18%
1.02	Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm	-	SQM	-	-	18%
1.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)E	-	CUM	-	-	18%
2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.01	Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete	-	SQM	-	-	18%
2.02	Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	SQM	-	-	18%
2.03	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more	0.8	KG	-	-	18%
3Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
3.01	Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	1	CUM	-	-	18%

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

ATC.pdf

Tender Documents • 1.26 MB

TenderFee.pdf

Corrigendum Documents

corri2.pdf

PDF • 0.17 MB

CORRIGENDUM1.pdf

PDF • 0.17 MB

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Company

N J JAYARAJ

Accepted-Technical

RTF Infra Private Limited

Accepted-Technical

SREERAJU K G

Accepted-Technical

Gopakumar K

Not Admitted-PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
1.01	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	1	CUM	-	-	18%
1.02	Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm	-	SQM	-	-	18%
1.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)E	-	CUM	-	-	18%
2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.01	Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete	-	SQM	-	-	18%
2.02	Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	SQM	-	-	18%
2.03	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more	0.8	KG	-	-	18%
3Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
3.01	Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	1	CUM	-	-	18%

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

GST %

1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

1.01

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

CUM

18%

1.02

Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

SQM

18%

1.03

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)E

CUM

18%

2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.01

Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete

SQM

18%

2.02

Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

SQM

18%

2.03

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

0.8

18%

3Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

3.01

Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

CUM

18%