Andaman Nicobar

Financial BO

Works

Civil Works - Others

Extension of Balcony on the first floor (Back side) of GEOs Mess at Police Headquarter, Sri Vijaya Puram.

Chief Engineer Andaman Public Works Department (APWD)

Police Headquarter Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹38.5 LCloses: 10 Aug 2026Closed

Timeline

Published7 Aug 2026
Closed10 Aug 2026
Technical Evaluation19 Aug 2026
Financial Evaluation20 Aug 2026
Award—

Bids

Percentage

8 Bids20 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/s BRO s L1₹39.6 LAdmitted-Finance	+3.00%	₹39.6 L	L1	Admitted-Finance
2	Sree Tirumala Enterprises L2₹41.5 L+₹1.9 L (4.85%)Admitted-Finance	+8.00%	₹41.5 L+₹1.9 L (4.85%)	L2	Admitted-Finance
3	B M SINGH Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
4	J K CONSTRUCTION Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
5	M/s Premier Steel Industries Not Admitted-Fee/PreQual/Technical GARACHARMA POST SRI VIJAYA PURAM PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Corrigenda

Corrigendum

1 updatesLatest on 7 Aug 2026

Tender Value

₹38.5 L

EMD Value

₹76,940

Closing Date

10 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE/SVPSD/APWD/SVP

Address

EE/SVPSD/APWD/SVP

Work Description

Extension of Balcony on the first floor (Back side) of GEOs Mess at Police Headquarter, Sri Vijaya Puram.

Tender Information

Tender ID

2026_APWD_24136_1

Reference Number

NIT No.33/EE/SVPSD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

120 days

Location

Police Headquarter Sri Vijaya Puram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

Required1. Earnest Money Deposit. (.pdf)

Required2. Certificate of Work Experience. (.pdf)

Required3. Affidavit as per clause 1.2.1 of CPWD6 shall be submitted on Indian Non Judicial Bond/Stamp paper (.pdf)

Required4. Certificate of Registration for GST (Good Service Tax). (.pdf)

Required5. 10(Ten)YearsFinancialAuditedstatementofaccountfromaCharteredAccountantasFormAat Page 40/42ofNIT. (.pdf)

Required6. Bidding capacity Form C-3 as per page No.38/40 of NIT. (.pdf)

Required7. Undertaking as per page No. 39/41 of NIT. (.pdf)

Finance

RequiredBOQ-33 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹76,940

Important Dates

Last Activity

20 Aug 2026

Published

7 Aug 2026

Bid Opening

10 Aug 2026

Download Starts

7 Aug 2026

Download Ends

10 Aug 2026

Submission Starts

7 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 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1.1	1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	6.44	cum	10,976.8	₹70,690.59
2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
2.1	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.26	cum	12,762.2	₹16,080.37
3Centering and shuttering including strutting, propping etc. and removal of form for
3.1	Columns, Pillars, Piers, Abutments, Posts and Struts	3.84	sqm	1,356.3	₹5,208.19
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
4.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	85.76	kg	152.2	₹13,052.67
5Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds
5.1	Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 5.1.1) Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).	3.92	sqm	15,341.9	₹60,140.25

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 1.43 MB

Work Item Documents

TD-NIT-NO-33-2026-27.pdf

Tender Documents • 1.13 MB

BOQ_25569.xls

BOQ • 0.29 MB

Instructions-to-bidders.pdf

Additional Documents • 0.33 MB

Corrigendum Documents

TENDERNOTICENO2141.pdf

PDF • 1.53 MB

Ready to Participate?

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Company

M/s BRO s

L1₹39.6 LAdmitted-Finance

Sree Tirumala Enterprises

L2₹41.5 L+₹1.9 L (4.85%)Admitted-Finance

B M SINGH

Not Admitted-Fee/PreQual/Technical

J K CONSTRUCTION

Not Admitted-Fee/PreQual/Technical

M/s Premier Steel Industries

Not Admitted-Fee/PreQual/Technical

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

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1.1	1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	6.44	cum	10,976.8	₹70,690.59
2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
2.1	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.26	cum	12,762.2	₹16,080.37
3Centering and shuttering including strutting, propping etc. and removal of form for
3.1	Columns, Pillars, Piers, Abutments, Posts and Struts	3.84	sqm	1,356.3	₹5,208.19
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
4.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	85.76	kg	152.2	₹13,052.67
5Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds
5.1	Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 5.1.1) Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).	3.92	sqm	15,341.9	₹60,140.25

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1.1

1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

6.44

cum

10,976.8

₹70,690.59

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

2.1

1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.26

cum

12,762.2

₹16,080.37

3Centering and shuttering including strutting, propping etc. and removal of form for

3.1

Columns, Pillars, Piers, Abutments, Posts and Struts

3.84

sqm

1,356.3

₹5,208.19

4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

4.1

Thermo-Mechanically Treated bars of grade Fe-500D or more.

85.76

152.2

₹13,052.67

5Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds

5.1

Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 5.1.1) Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).

3.92

sqm

15,341.9

₹60,140.25