Andaman Nicobar

Financial Eval

Works

Civil Works - Buildings

Repair and maintenance of sub centre at Prothrapur under Garacharma section, SDIII, CD III, APWD

Chief Engineer Andaman Public Works Department (APWD)

Prothrapur | South Andamans, Andaman And Nicobar Islands

Amount: ₹8.3 LCloses: 11 Jun 2026Closed

Timeline

Published1 Jun 2026
Closed11 Jun 2026
Technical Evaluation16 Jun 2026
Financial Evaluation16 Jun 2026
Award—

Bids

Percentage

7 Bids16 Jun 2026

#	Company	Amount	Rank	Status
1	LIPIKA CONSTRUCTION L1₹6.6 LAccepted-Finance BATHU BASTI PORT BLAIR PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	₹6.6 L	L1	Accepted-Finance Being L1
2	Abdul Gafoor L2₹6.8 L+₹23,990.21 (3.63%)Accepted-Finance	₹6.8 L+₹23,990.21 (3.63%)	L2	Accepted-Finance Being L2
3	QUADER L3₹7.0 L+₹42,189.68 (6.38%)Accepted-Finance	₹7.0 L+₹42,189.68 (6.38%)	L3	Accepted-Finance Being L3
4	M/s Premier Steel Industries L4₹7.1 L+₹45,498.68 (6.88%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	₹7.1 L+₹45,498.68 (6.88%)	L4	Accepted-Finance Being L4
5	Maachandi Enterprises L5₹7.1 L+₹52,530.29 (7.95%)Accepted-Finance	₹7.1 L+₹52,530.29 (7.95%)	L5	Accepted-Finance being L5

Tender Value

₹8.3 L

EMD Value

₹16,545

Closing Date

11 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, CD-III, APWD, P/PUR

Address

O/o EE, CD-III, APWD, P/PUR

Work Description

Repair and maintenance of sub centre at Prothrapur under Garacharma section, SDIII, CD III, APWD

Tender Information

Tender ID

2026_APWD_23197_1

Reference Number

NIT No. 01/EE/CD-III/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

180 days

Location

Prothrapur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredEarnest Money Deposit (.pdf)

RequiredCertificate of Work Experience (.pdf)

RequiredAffidavit as per clause 1.2.1 of CPWD 6 shall be submitted on Indian Non Judicial Bond/Stamp paper (.pdf)

RequiredCertificate of Registration for GST (Good Service Tax). (.pdf)

Required10 (Ten ) Years Financial Audited statement of account from a Chartered Accountant (.pdf)

RequiredBidding capacity Form C-3 as per page No.40 of NIT. (.pdf)

RequiredUndertaking as per page No. 41 of NIT (.pdf)

RequiredScan Copy of Pan Card (.pdf)

RequiredScan Copy of Address Proof (.pdf)

Finance

RequiredBoQ (Price Bid) (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹16,545

Important Dates

Last Activity

16 Jun 2026

Published

1 Jun 2026

Bid Opening

11 Jun 2026

Download Starts

2 Jun 2026

Download Ends

11 Jun 2026

Submission Starts

2 Jun 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	2.43	cum	334.8	₹813.56
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.03	cum	11,904.25	₹24,165.63
2.2	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.41	cum	9,652.35	₹3,957.46
3	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	48	sqm	971.3	₹46,622.4
4	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	-	cum	15,817.95	-
5Centering and shuttering including strutting, propping etc. and removal of form for
5.1	Foundations, footings, bases of columns, etc. for mass concrete	27	sqm	401.65	₹10,844.55
5.2	Shelves (Cast in situ)	4.67	sqm	885.5	₹4,135.29

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.53 MB

Tendernotice_2.pdf

PDF • 4.98 MB

Work Item Documents

BOQ_24591.xls

BOQ • 0.41 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

LIPIKA CONSTRUCTION

L1₹6.6 LAccepted-Finance

BATHU BASTI PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105

Abdul Gafoor

L2₹6.8 L+₹23,990.21 (3.63%)Accepted-Finance

QUADER

L3₹7.0 L+₹42,189.68 (6.38%)Accepted-Finance

M/s Premier Steel Industries

L4₹7.1 L+₹45,498.68 (6.88%)Accepted-Finance

GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105

Maachandi Enterprises

L5₹7.1 L+₹52,530.29 (7.95%)Accepted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	2.43	cum	334.8	₹813.56
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.03	cum	11,904.25	₹24,165.63
2.2	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.41	cum	9,652.35	₹3,957.46
3	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	48	sqm	971.3	₹46,622.4
4	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	-	cum	15,817.95	-
5Centering and shuttering including strutting, propping etc. and removal of form for
5.1	Foundations, footings, bases of columns, etc. for mass concrete	27	sqm	401.65	₹10,844.55
5.2	Shelves (Cast in situ)	4.67	sqm	885.5	₹4,135.29

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

1.1

All kinds of soil.

2.43

cum

334.8

₹813.56

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.1

1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

2.03

cum

11,904.25

₹24,165.63

2.2

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.41

cum

9,652.35

₹3,957.46

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

sqm

971.3

₹46,622.4

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

cum

15,817.95

5Centering and shuttering including strutting, propping etc. and removal of form for

5.1

Foundations, footings, bases of columns, etc. for mass concrete

sqm

401.65

₹10,844.55

5.2

Shelves (Cast in situ)

4.67

sqm

885.5

₹4,135.29