Kerala

Financial BO

Works

Civil Works - Buildings

Estimate for the cost of construction of Parking facilities in Divisional Forest Office compound under Konni Range during 2026-27.

Forest Department

Konni | Pathanamthitta, Kerala

Amount: ₹3.9 LCloses: 7 Aug 2026Closed

Timeline

Published31 Jul 2026
Closed7 Aug 2026
Technical Evaluation10 Aug 2026
Financial Evaluation10 Aug 2026
Award—

Bids

Percentage

2 Bids10 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	SECRETARY L1₹3.2 LAdmitted-Finance	-3.00%	₹3.2 L	L1	Admitted-Finance
2	Ranny Taluk Labour Contract Co-operative SocityLtd L2₹3.6 L+₹42,625.60 (13.4%)Admitted-Finance VAIKOM RANNI P O 689 672 KERALA \| PATHANAMTHITTA \| KERALA \| 689672	+10.00%	₹3.6 L+₹42,625.60 (13.4%)	L2	Admitted-Finance

Tender Value

₹3.9 L

EMD Value

₹9,675

Closing Date

7 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Divisional Forest Officer Konni

Address

Divisional Forest Officer Konni. PIN 689691

Work Description

Estimate for the cost of construction of Parking facilities in Divisional Forest Office compound under Konni Range during 2026-27.

Tender Information

Tender ID

2026_FD_863505_1

Reference Number

KFDDO/48164/2026-DFOKONNI/C2

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

60 days

Location

Konni

Source Website

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Eligibility / Pre-Qualification

Please Refer Tender Notice

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredAttested copy of valid Registration Certificate issued by PWD Kerala (.pdf)

RequiredSigned copy of Preliminary agreement in stamp paper worth RS 200 (.pdf)

RequiredAttested copy of PAN card, AADHAR card, Address proof and Identity Proof (.pdf)

RequiredAttested copy of valid GST Registration Certificate (.pdf)

RequiredFilled e payment form (.pdf)

RequiredDuly signed copy of Notice Inviting Tender (.pdf)

RequiredDuly signed copy of Tender Schedule (.pdf)

Finance

RequiredBill of Quantity BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹915

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,675

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Aug 2026

Published

31 Jul 2026

Bid Opening

10 Aug 2026

Download Starts

31 Jul 2026

Download Ends

7 Aug 2026

Submission Starts

31 Jul 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1detailed estimate
1.01	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	cum	1	₹1
1.02	15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	-	cum	-	-
1.03	2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	1	cum	1	₹1
1.04	50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.05	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	-	-
1.06	50.10.2 Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	0.8	kg	-	-
1.07	12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	-	sqm	1	-
1.08	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.	-	cum	-	-
1.09	4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	1	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.41 MB

Work Item Documents

BOQ_1460642.xls

BOQ • 0.28 MB

TD.pdf

Tender Documents • 0.98 MB

Declaration.pdf

Ready to Participate?

Download all tender documents and submit your bid

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Company

SECRETARY

L1₹3.2 LAdmitted-Finance

Ranny Taluk Labour Contract Co-operative SocityLtd

L2₹3.6 L+₹42,625.60 (13.4%)Admitted-Finance

VAIKOM RANNI P O 689 672 KERALA | PATHANAMTHITTA | KERALA | 689672

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1detailed estimate
1.01	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	cum	1	₹1
1.02	15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	-	cum	-	-
1.03	2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	1	cum	1	₹1
1.04	50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.05	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	-	-
1.06	50.10.2 Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	0.8	kg	-	-
1.07	12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	-	sqm	1	-
1.08	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.	-	cum	-	-
1.09	4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1detailed estimate

1.01

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.

cum

₹1

1.02

15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

cum

1.03

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

cum

₹1

1.04

50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

cum

1.05

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

1.06

50.10.2 Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

0.8

1.07

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

sqm

1.08

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

cum

1.09

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum