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Construction of Proposed Ayurveda College Building at Thaikkattussery

Forest Industries (Travancore) Ltd

Thaikkattussery, Ollur | Ernakulam, Kerala

Amount: ₹1.1 CrCloses: 1 Oct 20262d left

Timeline

Published23 Sept 2026
Pre-Bid Meeting25 Sept 2026
Closes1 Oct 2026
Bid Opening2 Oct 2026

Tender Value

₹1.1 Cr

Closing Date

1 Oct 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

Akhil Elias Varghese

Address

Forest Industries Travancore Limited

Work Description

Construction of Proposed Building

Tender Information

Tender ID

2026_FITL_872282_1

Reference Number

FIT/CP-30/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Thaikkattussery, Ollur

Source Website

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Eligibility / Pre-Qualification

Refer Tender Document

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredPreliminary Agreement (.pdf)

RequiredTender Document (.pdf)

RequiredTurnover Details (.pdf)

RequiredGST Registration Certificate (.pdf)

RequiredContract Registration Certificate (.pdf)

RequiredFIT Empanelment Certificate (.pdf)

RequiredWork Experience (.pdf)

Finance

RequiredTender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

EMD Fee Amount

Exempted

Pre-Bid Meeting

Meeting Place

Forest Industries Travancore Limited

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

2 Oct 2026

Download Starts

23 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

23 Sept 2026

Clarification Period

23 Sept 2026 - 26 Sept 2026

Pre-Bid Meeting

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Development and Protection works
1.01	22.12 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm.	375.96	sqm	-	-
1.02	22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.	213	sqm	-	-
2Reinforced Cement Concrete (RCC) Structural Works
2.01	50.5.33.2 Providing and laying in position machine batched and machine mixed design mix M20 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:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level	39.12	cum	-	-
2.02	5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	392.92	sqm	-	-
2.03	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	3,520.8	kg	-	-
3Masonry Works
3.01	50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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	211.46	cum	-	-
3.02	50.6.2.3 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	230.78	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.41 MB

Work Item Documents

BOQ_1479163.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Development and Protection works
1.01	22.12 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm.	375.96	sqm	-	-
1.02	22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.	213	sqm	-	-
2Reinforced Cement Concrete (RCC) Structural Works
2.01	50.5.33.2 Providing and laying in position machine batched and machine mixed design mix M20 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:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level	39.12	cum	-	-
2.02	5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	392.92	sqm	-	-
2.03	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	3,520.8	kg	-	-
3Masonry Works
3.01	50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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	211.46	cum	-	-
3.02	50.6.2.3 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	230.78	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Site Development and Protection works

1.01

22.12 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm.

375.96

sqm

1.02

22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

213

sqm

2Reinforced Cement Concrete (RCC) Structural Works

2.01

50.5.33.2 Providing and laying in position machine batched and machine mixed design mix M20 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:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level

39.12

cum

2.02

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

392.92

sqm

2.03

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

3,520.8

3Masonry Works

3.01

50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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

211.46

cum

3.02

50.6.2.3 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

230.78

cum