Kerala

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Civil Works - Buildings

Maintenance of Chakkikuzhy Forest Station building under Chakkikuzhy FS of Kalikavu Range under Nilambur South Division

Forest Department

Chakkikuzhy Kavalamukkatta | Malappuram, Kerala

Amount: ₹1.2 LCloses: 25 Sept 2026Closed

Timeline

Published18 Sept 2026
Closed25 Sept 2026
Financial Evaluation—
Award—

Tender Value

₹1.2 L

EMD Value

₹3,077

Closing Date

25 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Divisional Forest Officer Nilambur South division

Address

Divisional Forest Officer Nilambur South division

Work Description

Maintenance of Chakkikuzhy Forest Station building under Chakkikuzhy FS of Kalikavu Range under Nilambur South Division

Tender Information

Tender ID

2026_FD_827718_5

Reference Number

D-62857/2025/S

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

60 days

Location

Chakkikuzhy Kavalamukkatta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredValid registration certificate (.pdf)

RequiredPreliminary agreement in stamp paper worth Rs 200 (.pdf)

RequiredBid Document duly signed (.pdf)

RequiredAny other relevant documents as per tender conditions (.pdf)

RequiredRate Quoted BoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,077

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

18 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

18 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

18 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairs
1.001	15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm	66.18	sqm	107.58	₹7,119.11
1.002	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.	1.86	cum	3,372.7	₹6,273.22
1.003	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.	0.94	cum	6,906.51	₹6,457.59
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	9.18	sqm	339.63	₹3,116.11
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	9.3	sqm	882.92	₹8,211.16
1.006	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	8.5	metre	209.54	₹1,781.09
1.007	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	75	kg	103.26	₹7,744.5
1.008	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).	1.26	cum	12,346.86	₹15,557.04
1.009	22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)	10.5	sqm	674.44	₹7,081.62

Stage Documents

Stage Summary Snapshot

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Bid Opening Summary

finance_1436418.pdf

PDF

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

SBD_Chakkikuzhy.pdf

Tender Documents • 1.63 MB

BOQ_1436418.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairs
1.001	15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm	66.18	sqm	107.58	₹7,119.11
1.002	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.	1.86	cum	3,372.7	₹6,273.22
1.003	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.	0.94	cum	6,906.51	₹6,457.59
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	9.18	sqm	339.63	₹3,116.11
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	9.3	sqm	882.92	₹8,211.16
1.006	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	8.5	metre	209.54	₹1,781.09
1.007	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	75	kg	103.26	₹7,744.5
1.008	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).	1.26	cum	12,346.86	₹15,557.04
1.009	22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)	10.5	sqm	674.44	₹7,081.62

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Repairs

1.001

15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm

66.18

sqm

107.58

₹7,119.11

1.002

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.

1.86

cum

3,372.7

₹6,273.22

1.003

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.

0.94

cum

6,906.51

₹6,457.59

1.004

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

9.18

sqm

339.63

₹3,116.11

1.005

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

9.3

sqm

882.92

₹8,211.16

1.006

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

8.5

metre

209.54

₹1,781.09

1.007

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

103.26

₹7,744.5

1.008

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).

1.26

cum

12,346.86

₹15,557.04

1.009

22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)

10.5

sqm

674.44

₹7,081.62