Andaman Nicobar

Financial BO

Works

Civil Works - Buildings

Renovation of School building of GMS Sippighat

Chief Engineer Andaman Public Works Department (APWD)

Sippighat | South Andamans, Andaman And Nicobar Islands

Amount: ₹56.6 LCloses: 11 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed11 Sept 2026
Technical Evaluation15 Sept 2026
Financial Evaluation15 Sept 2026
Award—

Bids

Percentage

13 Bids15 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	ARVIND CONSTRUCTION L1₹42.0 LAdmitted-Finance	-25.68%	₹42.0 L	L1	Admitted-Finance
2	M K S CONSTRUCTION L2₹42.6 L+₹61,083.74 (1.45%)Admitted-Finance	-24.60%	₹42.6 L+₹61,083.74 (1.45%)	L2	Admitted-Finance
3	SHUVAM CONSTRUCTION L3₹44.6 L+₹2.6 L (6.14%)Admitted-Finance	-21.12%	₹44.6 L+₹2.6 L (6.14%)	L3	Admitted-Finance
4	M/s Premier Steel Industries L4₹47.7 L+₹5.6 L (13.4%)Admitted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	-15.70%	₹47.7 L+₹5.6 L (13.4%)	L4	Admitted-Finance
5	Abdul Gafoor L5₹47.9 L+₹5.9 L (14.1%)Admitted-Finance	-15.23%	₹47.9 L+₹5.9 L (14.1%)	L5	Admitted-Finance

Tender Value

₹56.6 L

EMD Value

₹1.1 L

Closing Date

11 Sept 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

Renovation of School building of GMS Sippighat

Tender Information

Tender ID

2026_APWD_24503_1

Reference Number

NIT No. 10/EE/CD-III/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

240 days

Location

Sippighat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredScanned Earnest Money Deposit (.pdf)

RequiredScanned Certificate of Work Experience (.pdf)

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

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

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

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

RequiredScanned Undertaking as per page No. 42 of NIT (.pdf)

RequiredProfit/Loss (standalone financial statement and consolidated financial statement both) (.pdf)

RequiredScan copy of Pan Card (.pdf)

RequiredScan Copy of Address Proof with Ph no. (.pdf)

Finance

RequiredBoQ (Price Bid) (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

15 Sept 2026

Published

1 Sept 2026

Bid Opening

11 Sept 2026

Download Starts

2 Sept 2026

Download Ends

11 Sept 2026

Submission Starts

2 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 (23 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 20 mm nominal size derived from natural sources)	15	cum	12,205.25	₹1,83,078.75
2	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.	116.4	sqm	1,011.6	₹1,17,750.24
3Providing 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
3.1	Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.	-	-	-	-
3.11	Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre).	153.12	sqm	9,597	₹14,69,492.64
4Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.
4.1	Using R4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above) x (100 mm & above). (Height above 2.5 metre).	37.44	sqm	12,921.65	₹4,83,786.58
5Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
5.1	40 mm thick with 20 mm nominal size stone aggregate	243.72	sqm	798.4	₹1,94,586.05

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

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 • 1.33 MB

Tendernotice_2.pdf

PDF • 14.67 MB

Work Item Documents

BOQ_25943.xls

BOQ • 0.38 MB

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Company

ARVIND CONSTRUCTION

L1₹42.0 LAdmitted-Finance

M K S CONSTRUCTION

L2₹42.6 L+₹61,083.74 (1.45%)Admitted-Finance

SHUVAM CONSTRUCTION

L3₹44.6 L+₹2.6 L (6.14%)Admitted-Finance

M/s Premier Steel Industries

L4₹47.7 L+₹5.6 L (13.4%)Admitted-Finance

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

Abdul Gafoor

L5₹47.9 L+₹5.9 L (14.1%)Admitted-Finance

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 20 mm nominal size derived from natural sources)	15	cum	12,205.25	₹1,83,078.75
2	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.	116.4	sqm	1,011.6	₹1,17,750.24
3Providing 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
3.1	Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.	-	-	-	-
3.11	Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre).	153.12	sqm	9,597	₹14,69,492.64
4Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.
4.1	Using R4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above) x (100 mm & above). (Height above 2.5 metre).	37.44	sqm	12,921.65	₹4,83,786.58
5Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
5.1	40 mm thick with 20 mm nominal size stone aggregate	243.72	sqm	798.4	₹1,94,586.05

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 20 mm nominal size derived from natural sources)

cum

12,205.25

₹1,83,078.75

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.

116.4

sqm

1,011.6

₹1,17,750.24

3Providing 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

3.1

Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.

3.11

Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre).

153.12

sqm

9,597

₹14,69,492.64

4Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.

4.1

Using R4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above) x (100 mm & above). (Height above 2.5 metre).

37.44

sqm

12,921.65

₹4,83,786.58

5Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

5.1

40 mm thick with 20 mm nominal size stone aggregate

243.72

sqm

798.4

₹1,94,586.05