Kerala

Technical BO

Works

Civil Works - Buildings

GENERAL-PROJ 197/2026-CONSTRUCTION OF GATE FOR GUPS TOWN

Local Self Government Department

KASARAGOD MUNICIPALITY | Kasaragod, Kerala

Amount: ₹6.8 LCloses: 19 May 202618 May 2026Closed

Timeline

Published8 May 2026
Closed19 May 2026
Technical Evaluation—
Award—

Bids

3 Bids19 May 2026

#	Company	Status
1	B IBRAHIM Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	MOIDEEN MAHFOOS E M Admitted-Fee/PreQual/Technical/Finance E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD \| KASARAGOD \| KERALA \| 670511	Admitted-Fee/PreQual/Technical/Finance
3	MUNEER MOIDU Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 18 May 2026Submission Ends:18 May 202619 May 2026

Date changes

Download Ends18 May 202619 May 2026Submission Ends18 May 202619 May 2026

Tender Value

₹6.8 L

EMD Value

₹16,943

Closing Date

19 May 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY

Work Description

CONSTRUCTION OF GATE FOR GUPS TOWN

Tender Information

Tender ID

2026_LSGD_849715_4

Reference Number

01/2026-27/AE/LSGD/KSD/KMC

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

KASARAGOD MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Plaese refer tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredEPAYMWNT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredCOPY OF CONTRACTORS VALID LICENCE (.pdf)

RequiredGST DOCUMEMENT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

EMD Fee Amount

₹16,943

Important Dates

Last Activity

19 May 2026

Published

8 May 2026

Bid Opening

19 May 2026

Download Starts

8 May 2026

Download Ends

19 May 2026

Submission Starts

8 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAIN GATE
1.001	2.9.1:Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock	-	cum	-	-
1.002	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
1.003	5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	1	sqm	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.006	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	-	sqm	-	-
1.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1	cum	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	sqm	-	-
1.009	5.5:Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1436000.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.17 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.01 MB

BOQ_1436000.xls

BOQ • 0.32 MB

Corrigendum Documents

CORRI.pdf

PDF • 0.06 MB

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Company

B IBRAHIM

Admitted-Fee/PreQual/Technical/Finance

MOIDEEN MAHFOOS E M

Admitted-Fee/PreQual/Technical/Finance

E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD | KASARAGOD | KERALA | 670511

MUNEER MOIDU

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAIN GATE
1.001	2.9.1:Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock	-	cum	-	-
1.002	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
1.003	5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	1	sqm	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.006	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	-	sqm	-	-
1.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1	cum	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	sqm	-	-
1.009	5.5:Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MAIN GATE

1.001

2.9.1:Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock

cum

1.002

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

1.003

5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.004

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

sqm

1.005

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.006

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

sqm

1.007

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

cum

1.008

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

sqm

1.009

5.5:Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum