Andaman Nicobar

Financial Eval

Works

Civil Works - Buildings

A/R and M/O Non Residential Building under SVPND, APWD, Sri Vijayapuram during 2026-27. Sub Work_Repair and maintenance of ANSWSM office block at CE office Complex under supply line Section SD-II, SVPND, APWD, Sri Vijayapuram.

Chief Engineer Andaman Public Works Department (APWD)

Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹10.6 LCloses: 14 Sept 20268 Sept 2026Closed

Timeline

Published27 Aug 2026
Closed14 Sept 2026
Technical Evaluation16 Sept 2026
Financial Evaluation16 Sept 2026
Award—

Bids

Percentage

2 Bids16 Sept 2026

#	Company	Amount	Rank	Status
1	M/S THAKUR TRADERS AND ENGINEERS L1₹11.0 LAccepted-Finance	₹11.0 L	L1	Accepted-Finance Accept
2	PIRIYA TECHNOLOGIES L2₹11.3 L+₹31,712.18 (2.88%)Accepted-Finance	₹11.3 L+₹31,712.18 (2.88%)	L2	Accepted-Finance Accept

Corrigenda

Corrigendum

1 updatesLatest on 9 Sept 2026Submission Ends:8 Sept 202614 Sept 2026

Date changes

Download Ends8 Sept 202614 Sept 2026Submission Ends8 Sept 202614 Sept 2026Bid Opening9 Sept 202615 Sept 2026

Tender Value

₹10.6 L

EMD Value

₹21,141

Closing Date

14 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, SVPND, APWD, Sri Vijaya Puram

Address

EE, SVPND, APWD, Sri Vijaya Puram

Work Description

A/R and M/O Non Residential Building under SVPND, APWD, Sri Vijayapuram during 2026-27. Sub Work_Repair and maintenance of ANSWSM office block at CE office Complex under supply line Section SD-II, SVPND, APWD, Sri Vijayapuram.

Tender Information

Tender ID

2026_APWD_24447_1

Reference Number

NIT No. 47/EE/SVPND/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

90 days

Location

Sri Vijaya Puram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD (.pdf)

RequiredScan Copy of Work Experience Certificate (.pdf)

RequiredScan copy of Certificate of valid Registration of GST. (.pdf)

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

RequiredScan copy of list of all ongoing works in Form C-3 as specified at Page No.34 of the tender document (.pdf)

RequiredScan copy of Undertaking in terms of para No.36 of Additional Conditions as specified at Page No.34 (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹21,141

Important Dates

Last Activity

16 Sept 2026

Published

27 Aug 2026

Bid Opening

15 Sept 2026

Download Starts

27 Aug 2026

Download Ends

14 Sept 2026

Submission Starts

29 Aug 2026

Clarification Period

27 Aug 2026 - 7 Sept 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 (45 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
1.1	75 mm average thickness	-	sqm	1	-
2Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
2.1	Bars upto 12 mm diameter	-	metre	-	-
2.2	Bars above 12 mm diameter	-	metre	1	-
3Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
3.1	SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer	-	sqm	-	-
4Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.
4.1	75 mm thick in Grade M25 with cement content not less than 330 kg per cum	-	sqm	1	-
5Earth 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.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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 • 1.00 MB

Work Item Documents

TenderDocNIT47.pdf

Tender Documents • 1.18 MB

Instructions-to-bidders.pdf

Corrigendum Documents

Corrigendum3861.pdf

PDF • 0.42 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S THAKUR TRADERS AND ENGINEERS

L1₹11.0 LAccepted-Finance

PIRIYA TECHNOLOGIES

L2₹11.3 L+₹31,712.18 (2.88%)Accepted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
1.1	75 mm average thickness	-	sqm	1	-
2Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
2.1	Bars upto 12 mm diameter	-	metre	-	-
2.2	Bars above 12 mm diameter	-	metre	1	-
3Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
3.1	SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer	-	sqm	-	-
4Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.
4.1	75 mm thick in Grade M25 with cement content not less than 330 kg per cum	-	sqm	1	-
5Earth 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge

1.1

75 mm average thickness

sqm

2Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.

2.1

Bars upto 12 mm diameter

metre

2.2

Bars above 12 mm diameter

metre

3Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.

3.1

SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer

sqm

4Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.

4.1

75 mm thick in Grade M25 with cement content not less than 330 kg per cum

sqm

5Earth 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.