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Civil Works - Buildings

Construction of Female Hostel Building at AIIMS Mangalagiri

HLL Lifecare Limited

AIIMS Mangalagiri | Guntur, Andhra Pradesh

Amount: ₹3.8 CrCloses: 29 Oct 202622 Oct 20264d left

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Timeline

Published14 Oct 2026
Closes29 Oct 202622 Oct 2026
Bid Opening30 Oct 202623 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 22 Oct 2026Submission Ends:22 Oct 202629 Oct 2026

Date changes

Download Ends22 Oct 202629 Oct 2026Submission Ends22 Oct 202629 Oct 2026Bid Opening23 Oct 202630 Oct 2026

Tender Value

₹3.8 Cr

EMD Value

₹9.4 L

Closing Date

29 Oct 2026, 11:00 am4d left

Tender Inviting Organisation

Name

Deputy Vice President (P S)

Address

HI-Care Division, HLL Lifecare Limited, HLL Bhavan,26/4, Tambaram-Velachery Main Road,Pallikaranai, Chennai 600100

Work Description

Construction of Female Hostel Building at AIIMS Mangalagiri

Tender Information

Tender ID

2026_HLL_294426_1

Reference Number

HLL/CMO/HCD/FH/AP/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

AIIMS Mangalagiri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical

RequiredBidder should have a valid Certificate of PAN,GST,EPF,Certificate of incorporation/MOA/Partnership (.pdf)

RequiredCopies of work order and completion certificate as per the eligibility creteria (.pdf)

RequiredAverage annual financial turnover certificate and Balance sheet,P and L,ITR by CA with UDIN No (.pdf)

RequiredThe duly signed declaration form as per item no-3 of part- IV is to be attached (.pdf)

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

RequiredDuly signed acceptance form along with the attested copy of tender document as per item no-4 (.pdf)

RequiredDuly signed completion period declaration as per item no-5 of Part-IV to be attached (.pdf)

RequiredE-payment along with clear and visible scan copy of cancelled cheque as per item no-6 Part-IV (.pdf)

RequiredDetails of Technical and Administrative Personnel to be employed for the Work,attested by CA itemNo7 (.pdf)

RequiredDuly filled No Deviation Certificate as per item no-8 of Part- IV to be attached (.pdf)

RequiredBankers certificates (as prescribed in item no-9 of Part -IV) (.pdf)

RequiredBidder shall submit Solvency certificate from Nationalized /Scheduled Commercial Bank (.pdf)

RequiredLetter of understanding the project site on bidder letter Head to be attached as per item no. 11 (.pdf)

RequiredStructure and Organization- attested by a Chartered Accountant to be attached as per item no. 12 (.pdf)

RequiredThe bidder should submit Site Visit Certificate issued from HLL (.pdf)

RequiredDuly signed list of approved makes as per Part-IX to be attached (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

Tender Fee Payable To

Payable To

EMD Fee Amount

₹9.4 L

Important Dates

Last Activity

29 Oct 2026

Published

14 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

14 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 22 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (211 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORKS
-	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	600	Sqm	-	-
2EARTH 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	681.1	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.	907.2	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	20.5	Cum	-	-
-	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil	452.9	Cum	-	-
3PLAIN 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 : 8 graded stone aggregate 40 nominal size)	106.9	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 • 0.33 MB

Work Item Documents

TEDOFHAIIMS.pdf

Tender Documents • 3.37 MB

BOQ_343208.xls

BOQ • 0.52 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORKS
-	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	600	Sqm	-	-
2EARTH 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	681.1	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.	907.2	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	20.5	Cum	-	-
-	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil	452.9	Cum	-	-
3PLAIN 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 : 8 graded stone aggregate 40 nominal size)	106.9	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CIVIL WORKS

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

600

Sqm

2EARTH 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

681.1

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.

907.2

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

20.5

Cum

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil

452.9

Cum

3PLAIN 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 : 8 graded stone aggregate 40 nominal size)

106.9

Cum