Andaman Nicobar

Financial Eval

Works

Civil Works - Buildings

A/R M/O State Highway No.4 under SD-VI, CD-I,A.P.W.D., Sri Vijaya Puram During the Year 2026-2027 SW Construction of CC Drain from Sea Lion Group Office towards Shive Temple leftside at Camp No.4

Chief Engineer Andaman Public Works Department (APWD)

Swaraj Dweep | South Andamans, Andaman And Nicobar Islands

Amount: Refer DocsCloses: 6 Aug 2026Closed

Timeline

Published5 Aug 2026
Closed6 Aug 2026
Technical Evaluation8 Aug 2026
Financial Evaluation19 Aug 2026
Award—

Bids

Percentage

6 Bids19 Aug 2026

#	Company	Amount	Rank	Status
1	SHIPRA CONSTRUCTION L1₹21.0 LAccepted-Finance	₹21.0 L	L1	Accepted-Finance Responsive
2	C.M.ROY CONSTRUCTION L2₹21.4 L+₹37,430.91 (1.78%)Accepted-Finance MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744101	₹21.4 L+₹37,430.91 (1.78%)	L2	Accepted-Finance Responsive
3	M K S CONSTRUCTION L3₹21.9 L+₹82,302.90 (3.91%)Accepted-Finance	₹21.9 L+₹82,302.90 (3.91%)	L3	Accepted-Finance Responsive
4	N S CONSTRUCTION L4₹22.3 L+₹1.3 L (6.06%)Accepted-Finance	₹22.3 L+₹1.3 L (6.06%)	L4	Accepted-Finance Responsive
5	M/S A N KUMAR L5₹24.0 L+₹3.0 L (14.2%)Accepted-Finance	₹24.0 L+₹3.0 L (14.2%)	L5	Accepted-Finance Responsive

Tender Value

Refer Docs

EMD Value

₹45,097

Closing Date

6 Aug 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer,CD-I, A.P.W.D., SVP

Address

Executive Engineer,CD-I, A.P.W.D., SVP

Work Description

A/R M/O State Highway No.4 under SD-VI, CD-I,A.P.W.D., Sri Vijaya Puram During the Year 2026-2027 SW Construction of CC Drain from Sea Lion Group Office towards Shive Temple leftside at Camp No.4

Tender Information

Tender ID

2026_APWD_24090_1

Reference Number

24/NIT/DB/CD-I/SVP/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

60 days

Location

Swaraj Dweep

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScan copy of Earnest Money Deposit. (.pdf)

RequiredScan copy of Certificates of Work Experience (.pdf)

RequiredScan copy of Affidavit as per clause 1.2.2 of CPWD 6 shall be submitted on Indian Non Judicial bond (.pdf)

RequiredScan copy of Certificate of Registration for GST (Good Service Tax). (.pdf)

RequiredScan copy of 10 (Ten) Years Financial Audited statement of account from a Chartered Accountant. (.pdf)

RequiredScan copy of Bidding capacity Form C-3 as per page No.53 of NIT (.pdf)

RequiredScan copy of Undertaking as per page No. 54 of NIT. (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹45,097

Important Dates

Last Activity

19 Aug 2026

Published

5 Aug 2026

Bid Opening

6 Aug 2026

Download Starts

5 Aug 2026

Download Ends

6 Aug 2026

Submission Starts

5 Aug 2026

Clarification Period

5 Aug 2026 - 5 Aug 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (11 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.	127.5	cum	335	₹42,712.5
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.	30	cum	181.85	₹5,455.5
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	64.25	cum	22,355.15	₹14,36,318.39
3.2	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)	13.5	cum	19,387.15	₹2,61,726.53
4Centering and shuttering including strutting, propping etc. and removal of form work for:
4.1	Foundations, footings, bases for columns	50	sqm	414.7	₹20,735
4.2	Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	280	sqm	834.95	₹2,33,786
5	Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of 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).	1.94	cum	36,197.05	₹70,222.28

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

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 • 0.48 MB

Tendernotice_2.pdf

PDF • 1.45 MB

Work Item Documents

Tenderdocccdrain.pdf

Tender Documents • 1.44 MB

BOQ_25522.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

SHIPRA CONSTRUCTION

L1₹21.0 LAccepted-Finance

C.M.ROY CONSTRUCTION

L2₹21.4 L+₹37,430.91 (1.78%)Accepted-Finance

MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101

M K S CONSTRUCTION

L3₹21.9 L+₹82,302.90 (3.91%)Accepted-Finance

N S CONSTRUCTION

L4₹22.3 L+₹1.3 L (6.06%)Accepted-Finance

M/S A N KUMAR

L5₹24.0 L+₹3.0 L (14.2%)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.	127.5	cum	335	₹42,712.5
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.	30	cum	181.85	₹5,455.5
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	64.25	cum	22,355.15	₹14,36,318.39
3.2	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)	13.5	cum	19,387.15	₹2,61,726.53
4Centering and shuttering including strutting, propping etc. and removal of form work for:
4.1	Foundations, footings, bases for columns	50	sqm	414.7	₹20,735
4.2	Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	280	sqm	834.95	₹2,33,786
5	Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of 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).	1.94	cum	36,197.05	₹70,222.28

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.

127.5

cum

335

₹42,712.5

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

cum

181.85

₹5,455.5

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.1

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)

64.25

cum

22,355.15

₹14,36,318.39

3.2

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)

13.5

cum

19,387.15

₹2,61,726.53

4Centering and shuttering including strutting, propping etc. and removal of form work for:

4.1

Foundations, footings, bases for columns

sqm

414.7

₹20,735

4.2

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

280

sqm

834.95

₹2,33,786

Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of 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).

1.94

cum

36,197.05

₹70,222.28