Tender ID

Kerala

Active

Works

Civil Works - Others

PARKESTIMATE FOR THE COST OF MAINTENANACE OF SUNGAM SCHOOL PARK NEAR SUNGAM UNNATHI UNDER SUNGAM RANGE DURING 2026-27-General Civil Work

Forest Department

sungam | Palakkad, Kerala

Amount: ₹2.0 LCloses: 16 Nov 2026Due tomorrow

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Timeline

Published5 Nov 2026
Closes16 Nov 2026
Bid Opening19 Nov 2026

Tender Value

₹2.0 L

EMD Value

₹4,978

Closing Date

16 Nov 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

DEPUTY DIRECTOR

Address

o/o Deputy Director parambikulam tiger reserve

Work Description

PARKESTIMATE FOR THE COST OF MAINTENANACE OF SUNGAM SCHOOL PARK NEAR SUNGAM UNNATHI UNDER SUNGAM RANGE DURING 2026-27-General Civil Work

Tender Information

Tender ID

2026_FD_886037_1

Reference Number

KFDDO/68443/2026-DDPKMTR/D

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Location

sungam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredEPAY (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredCOPY OF AADHAR AND PAN CARD (.pdf)

RequiredCOPY OF CONTRACT LICENSE (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,978

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

19 Nov 2026

Download Starts

5 Nov 2026

Download Ends

16 Nov 2026

Submission Starts

5 Nov 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1COMPOUND WALL
1.001	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	5.4	cum	257.63	₹1,391.2
1.002	2.3.1:Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	18	cum	681.44	₹12,265.92
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.54	cum	9,963.93	₹5,380.52
1.004	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	2.16	cum	6,831.14	₹14,755.26
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	21.6	sqm	369.76	₹7,986.82
1.006	13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats	71.6	sqm	145.53	₹10,419.95
1.007	13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work	50	sqm	252.95	₹12,647.5
2PARK1
2.001	10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)	20	kg	767.78	₹15,355.6

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

epaymentform.pdf

Tender Documents • 0.00 MB

preliminaryagreement.pdf

Tender Documents • 0.22 MB

viewsbd.pdf

Tender Documents • 1.63 MB

BOQ_1511106.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1COMPOUND WALL
1.001	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	5.4	cum	257.63	₹1,391.2
1.002	2.3.1:Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	18	cum	681.44	₹12,265.92
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.54	cum	9,963.93	₹5,380.52
1.004	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	2.16	cum	6,831.14	₹14,755.26
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	21.6	sqm	369.76	₹7,986.82
1.006	13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats	71.6	sqm	145.53	₹10,419.95
1.007	13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work	50	sqm	252.95	₹12,647.5
2PARK1
2.001	10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)	20	kg	767.78	₹15,355.6

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1COMPOUND WALL

1.001

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

5.4

cum

257.63

₹1,391.2

1.002

2.3.1:Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil

cum

681.44

₹12,265.92

1.003

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

0.54

cum

9,963.93

₹5,380.52

1.004

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

2.16

cum

6,831.14

₹14,755.26

1.005

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

21.6

sqm

369.76

₹7,986.82

1.006

13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

71.6

sqm

145.53

₹10,419.95

1.007

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

sqm

252.95

₹12,647.5

2PARK1

2.001

10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

767.78

₹15,355.6