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Construction of New Building at JAK Vavad at Kozhikode District

HLL Lifecare Limited

JAK Vavad, Kozhikode District | Kozhikode, Kerala

Amount: ₹43.8 LCloses: 22 Oct 20263d left

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Timeline

Published14 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹43.8 L

EMD Value

₹50,000

Closing Date

22 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

Deputy Vice President

Address

HLL Lifecare Limited,HLL Bhavan,No26/4,Tambaram,Velachery Main Road,Pallikaranai,Chennai 600100.

Work Description

Construction of New Building at JAK Vavad at Kozhikode District

Tender Information

Tender ID

2026_HCDPS_879576_1

Reference Number

HLL/CMO/HCD/JAK/VVD/KZD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

JAK Vavad, Kozhikode District

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

19 documents required · 19 mandatory

Fee/PreQual/Technical

RequiredTender fee (.pdf)

RequiredEMD (.pdf)

RequiredBidder should have a submit GST,PAN,Certificate of incorporation/MOA,EPF,Kerala Address proof. (.pdf)

RequiredWO and CC issued by the client/Authority concerned shall be submit (.pdf)

RequiredThe average annual turnover and Balance Sheet,must be certified by a CA using UDIN as per item No.2 (.pdf)

RequiredProfit and loss statement for last three years ending FY 2024-25.This should be duly certified by CA (.pdf)

RequiredThe duly signed acceptance forms along with the attested copy of tender document as per item No.3 (.pdf)

RequiredThe duly filled and signed declaration form to be submitted as per item No.4 of part- V (.pdf)

RequiredThe bidder should submit the duly notarized Power of Attorney, issued by the competent authority (.pdf)

RequiredCompletion Period Declaration duly filled as per item No.5 of Part- V to be attached (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item No.6 Part- V (.pdf)

RequiredThe duly signed No Deviation Certificate as per item No.7 of Part- V to be attached (.pdf)

RequiredLetter of understanding the project site on bidder letter Head to be attached as per item no. 8 (.pdf)

RequiredStructure and Organization form to be attached as per item no. 9 of Part -V (.pdf)

RequiredTechnical and Administrative Personnel to be employed for the Work to be attached as per item no. 10 (.pdf)

RequiredThe site visit certificate issued by HLL shall be submitted as per item no. 11 of part-V (.pdf)

RequiredThe duly filled and signed copy of Bid Form as per item no. 12 of Part-V to be attached. (.pdf)

RequiredPart VI -List of approved make shall be duly signed with seal to be attached (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹50,000

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

14 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (175 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	SITE CLEARANCE	-	-	-	-
-	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	135	sqm	-	-
-	EARTH WORK EXCAVATION	-	-	-	-
-	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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	97.25	cum	-	-
-	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m	77.8	cum	-	-
-	Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	26.37	cum	-	-
-	PLAIN CEMENT CONCRETE	-	-	-	-
-	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)	16.61	cum	-	-
-	RCC WORK	-	-	-	-
-	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum	38.26	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 • 0.56 MB

Work Item Documents

TEDOCJAK.pdf

Tender Documents • 3.41 MB

BOQ_1495495.xls

BOQ • 0.36 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

SITE CLEARANCE

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

135

sqm

EARTH WORK EXCAVATION

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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

97.25

cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m

77.8

cum

Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

26.37

cum

PLAIN CEMENT CONCRETE

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)

16.61

cum

RCC WORK

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

38.26

cum