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GENERAL-BUDGET 2025-26 GANDHI SMARAKA GUPS KAKKARA-Construction of School Building For Gandhi Smaraka GUPS Kakkara-General Civil Work

Public Works Department

Kakkara | Kannur, Kerala

Amount: ₹92.1 LCloses: 26 Oct 20267d left

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Timeline

Published14 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹92.1 L

EMD Value

₹50,000

Closing Date

26 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812

Work Description

Construction of additional floors for the existing building at GSGUPS Kakkara.

Tender Information

Tender ID

2026_PWD_879252_1

Reference Number

PWD/BLDG/TR/7186/2025

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

365 days

Location

Kakkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of registration certificate/license self attested (less than 1MB) (.pdf)

RequiredScanned copy of preliminary agreement (less than 1MB) (.pdf)

RequiredScanned copy of GST registration any other relevant document if required for tender approval(1MB) (.pdf)

RequiredScanned copy of EMD exemption document if any.(less than 1MB) (.pdf)

RequiredSigned copy of form of tender (less than 1 MB) (.pdf)

RequiredSigned copy of Integrity pact (less than 1 MB) (.pdf)

RequiredSigned copy of Affidavit(less than 1MB) (.pdf)

Requirede-payment form(less than 1MB) (.pdf)

RequiredStandard Bid Document(Technical document)(less than 3MB) (.pdf)

RequiredBOQ(Tender schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

14 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (69 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	3.69	cum	-	-
1.002	OD3748/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Excess or less cement used as per design mix is not payable or recoverable .All work above plinth level up to floor V level	132.84	cum	-	-
1.003	4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	1.56	cum	-	-
1.004	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	16,853.3	kg	-	-
1.005	OD3750/2025-2026::Laterate masonry with neatly dressed laterate stone of size (35x20x20 cm) or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	142.39	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	483.47	sqm	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	348.51	sqm	-	-
1.008	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	336.18	sqm	-	-
1.009	5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)	40.54	sqm	-	-

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 • 0.05 MB

Work Item Documents

BOQ_1494772.xls

BOQ • 0.35 MB

SBDF.pdf

Tender Documents • 1.67 MB

Drawing.pdf

Additional Documents • 0.87 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	3.69	cum	-	-
1.002	OD3748/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Excess or less cement used as per design mix is not payable or recoverable .All work above plinth level up to floor V level	132.84	cum	-	-
1.003	4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	1.56	cum	-	-
1.004	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	16,853.3	kg	-	-
1.005	OD3750/2025-2026::Laterate masonry with neatly dressed laterate stone of size (35x20x20 cm) or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	142.39	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	483.47	sqm	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	348.51	sqm	-	-
1.008	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	336.18	sqm	-	-
1.009	5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)	40.54	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Building

1.001

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

3.69

cum

1.002

OD3748/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Excess or less cement used as per design mix is not payable or recoverable .All work above plinth level up to floor V level

132.84

cum

1.003

4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

1.56

cum

1.004

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

16,853.3

1.005

OD3750/2025-2026::Laterate masonry with neatly dressed laterate stone of size (35x20x20 cm) or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

142.39

cum

1.006

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

483.47

sqm

1.007

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

348.51

sqm

1.008

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

336.18

sqm

1.009

5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

40.54

sqm