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Renovation of School building of GSSS Mohnapura under Marine Section, SD-II, SVPND, APWD, Sri Vijaya Puram. SW_Repair and replacement of damaged door, window and roof treatment at GSSS Mohanpura (Balance works).

Chief Engineer Andaman Public Works Department (APWD)

Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹16.9 LCloses: 29 Sept 20267d left

Timeline

Published17 Sept 2026
Submission Opens19 Sept 2026
Closes29 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹16.9 L

EMD Value

₹33,772

Closing Date

29 Sept 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

EE, SVPND, APWD, Sri Vijaya Puram

Address

EE, SVPND, APWD, Sri Vijaya Puram

Work Description

Renovation of School building of GSSS Mohnapura under Marine Section, SD-II, SVPND, APWD, Sri Vijaya Puram. SW_Repair and replacement of damaged door, window and roof treatment at GSSS Mohanpura (Balance works).

Tender Information

Tender ID

2026_APWD_24715_1

Reference Number

NIT No. 55/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

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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

₹33,772

Important Dates

Last Activity

17 Sept 2026

Published

17 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

17 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

19 Sept 2026

Clarification Period

17 Sept 2026 - 28 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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
1.1	Of area 3 sq. metres and below	32	each	518.06	₹16,577.92
2Providing and laying hollow cement concrete block walling 100mm thick consisting hollow block of size 400 x 100x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand).
2.1	Upto floor five level	0.71	Cum	12,972.7	₹9,210.62
312 mm cement plaster of mix:
3.1	1:4(1 cement: 4 fine sand)	18.2	sqm	489.63	₹8,911.27
4Providing 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
4.1	Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zannak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash /mullion (55 mm & above) x (65 mm & above). (Height above 1.2 metre)	13.33	sqm	16,817.12	₹2,24,172.21
4.2	Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash (55 mm & above) x (65 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 1.8 metre).	61.02	sqm	17,597.46	₹10,73,797.01
5Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

Documents

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NIT Documents

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Work Item Documents

TenderDocNIT55.pdf

Tender Documents • 1.18 MB

Instructions-to-bidders.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
1.1	Of area 3 sq. metres and below	32	each	518.06	₹16,577.92
2Providing and laying hollow cement concrete block walling 100mm thick consisting hollow block of size 400 x 100x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand).
2.1	Upto floor five level	0.71	Cum	12,972.7	₹9,210.62
312 mm cement plaster of mix:
3.1	1:4(1 cement: 4 fine sand)	18.2	sqm	489.63	₹8,911.27
4Providing 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
4.1	Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zannak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash /mullion (55 mm & above) x (65 mm & above). (Height above 1.2 metre)	13.33	sqm	16,817.12	₹2,24,172.21
4.2	Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash (55 mm & above) x (65 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 1.8 metre).	61.02	sqm	17,597.46	₹10,73,797.01
5Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

1.1

Of area 3 sq. metres and below

each

518.06

₹16,577.92

2Providing and laying hollow cement concrete block walling 100mm thick consisting hollow block of size 400 x 100x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand).

2.1

Upto floor five level

0.71

Cum

12,972.7

₹9,210.62

312 mm cement plaster of mix:

3.1

1:4(1 cement: 4 fine sand)

18.2

sqm

489.63

₹8,911.27

4Providing 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

4.1

Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zannak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash /mullion (55 mm & above) x (65 mm & above). (Height above 1.2 metre)

13.33

sqm

16,817.12

₹2,24,172.21

4.2

Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. Using R3 series with frame (55 mm & above) x (45 mm & above) & sash (55 mm & above) x (65 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 1.8 metre).

61.02

sqm

17,597.46

₹10,73,797.01

5Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: