Kerala

To Be Opened

Works

Civil Works - Buildings

RE -TENDER 75/26-CONSTRUCTION OF TOILET TO PUBLIC LIBRARY

Local Self Government Department

KAKKODI | Kozhikode, Kerala

Amount: ₹1.3 LCloses: 24 Sept 2026Closed

Timeline

Published16 Sept 2026
Closed24 Sept 2026
Bid Opening26 Sept 2026

Tender Value

₹1.3 L

EMD Value

₹3,172

Closing Date

24 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/o ASSISTANT ENGINNER LID AND EW KAKKODI 673611

Work Description

RE TENDER 75/26-CONSTRUCTION OF TOILET TO PUBLIC LIBRARY

Tender Information

Tender ID

2026_LSGD_849646_19

Reference Number

01/2026/AE/LSGD/KKD

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

KAKKODI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredNIT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE PAYMENT (.pdf)

RequiredLICENSE (.pdf)

RequiredDOCUMNET IN THE CASE OF SOCITY (.pdf)

RequiredAADHAR CARD (.pdf)

RequiredGST REGISTRATION DETAILS (.pdf)

RequiredPANCARD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredTENDER FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,172

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Sept 2026

Published

16 Sept 2026

Bid Opening

26 Sept 2026

Download Starts

16 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1toilet
1.001	15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.	0.06	cum	-	-
1.002	15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge	0.72	sqm	-	-
1.003	2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil	1.16	cum	-	-
1.004	OD481590/2025-2026:DRY RUBBLE MASONRY-dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site	1.75	cum	-	-
1.005	5.2.2A: 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. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%	0.25	cum	-	-
1.006	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	0.99	cum	-	-
1.007	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)	0.12	cum	-	-
1.008	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.	1.87	cum	-	-
1.009	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	2.94	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

NITPUBLIC.pdf

Tender Documents • 0.03 MB

SBDPUBLIC.pdf

Tender Documents • 1.85 MB

FORMOFTENDER.pdf

Tender Documents • 0.25 MB

PRELIMINARY.pdf

Tender Documents • 0.25 MB

FIOP.pdf

Tender Documents • 0.23 MB

EPAYMENT.pdf

Tender Documents • 0.23 MB

BOQ_1474882.xls

BOQ • 0.33 MB

AFFIDAVIT.pdf

Additional Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1toilet
1.001	15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.	0.06	cum	-	-
1.002	15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge	0.72	sqm	-	-
1.003	2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil	1.16	cum	-	-
1.004	OD481590/2025-2026:DRY RUBBLE MASONRY-dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site	1.75	cum	-	-
1.005	5.2.2A: 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. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%	0.25	cum	-	-
1.006	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	0.99	cum	-	-
1.007	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)	0.12	cum	-	-
1.008	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.	1.87	cum	-	-
1.009	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	2.94	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1toilet

1.001

15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.

0.06

cum

1.002

15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge

0.72

sqm

1.003

2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil

1.16

cum

1.004

OD481590/2025-2026:DRY RUBBLE MASONRY-dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site

1.75

cum

1.005

5.2.2A: 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. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%

0.25

cum

1.006

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

0.99

cum

1.007

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)

0.12

cum

1.008

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

1.87

cum

1.009

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

2.94

sqm