Kerala

To Be Opened

Works

Civil Works - Buildings

Annual Plan-Project No-159/26-Consruction of Baby friendly Toilet in Anganavadies-in Naduvannur GP

Local Self Government Department

Naduvannur GP | Kozhikode, Kerala

Amount: ₹1.6 LCloses: 3 Oct 2026Closed

Timeline

Published26 Sept 2026
Closed3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹1.6 L

EMD Value

₹4,063

Closing Date

3 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant engineer office Naduvannur GP

Work Description

building

Tender Information

Tender ID

2026_LSGD_865691_2

Reference Number

07/AE/LSGD/NDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

180 days

Location

Naduvannur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of Preliminary agreement in plain paper in the form of VI (2) of SBD (.pdf)

RequiredScanned Copy of Valid Registration certificate (Contractor license) (.pdf)

RequiredTender Documents (SBD with NIT) downloaded from etender web site (.pdf)

RequiredSigned copy of Integrity Pact in the form of VI (3)of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Affidavit in the form of (4) of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Tender form in the form of VI (1) of SBD duly filled and signed (.pdf)

RequiredScanned Copy of PAN CARD and Aadhaar Card (.pdf)

RequiredScanned Copy of GST Registration (.pdf)

RequiredDuly filled and signed copyof Requisition for e-Payment in the form of VI (6) of SBD (.pdf)

RequiredQuoted Tender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,063

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

26 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (32 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1building
1.001	15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar	0.38	cum	2,732.46	₹1,032.87
1.002	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	2.79	cum	330.41	₹922.5
1.003	OD540524/2025-2026: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 (OD from DAR 60.7.1)	3.17	cum	3,668.07	₹11,620.45
1.004	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	0.53	cum	7,663.65	₹4,046.41
1.005	50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete	4.08	cum	7,323.11	₹29,878.29
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	7	sqm	700.72	₹4,902.24
1.007	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	1.62	metre	209.54	₹338.62
1.008	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	116.96	kilogram	103.26	₹12,077.29
1.009	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).	1.21	cum	12,346.86	₹14,902.66

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

159bid2027.pdf

Tender Documents • 1.80 MB

BOQ_1480688.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1building
1.001	15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar	0.38	cum	2,732.46	₹1,032.87
1.002	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	2.79	cum	330.41	₹922.5
1.003	OD540524/2025-2026: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 (OD from DAR 60.7.1)	3.17	cum	3,668.07	₹11,620.45
1.004	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	0.53	cum	7,663.65	₹4,046.41
1.005	50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete	4.08	cum	7,323.11	₹29,878.29
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	7	sqm	700.72	₹4,902.24
1.007	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	1.62	metre	209.54	₹338.62
1.008	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	116.96	kilogram	103.26	₹12,077.29
1.009	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).	1.21	cum	12,346.86	₹14,902.66

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1building

1.001

15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar

0.38

cum

2,732.46

₹1,032.87

1.002

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

2.79

cum

330.41

₹922.5

1.003

OD540524/2025-2026: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 (OD from DAR 60.7.1)

3.17

cum

3,668.07

₹11,620.45

1.004

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

0.53

cum

7,663.65

₹4,046.41

1.005

50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete

4.08

cum

7,323.11

₹29,878.29

1.006

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

sqm

700.72

₹4,902.24

1.007

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

1.62

metre

209.54

₹338.62

1.008

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

116.96

kilogram

103.26

₹12,077.29

1.009

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).

1.21

cum

12,346.86

₹14,902.66