Kerala

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Civil Works - Buildings

Annual Plan-Kannur DP Project No.155/2025- 26-MATTOOL CHMKS GHSS INFRASTRUCTURE DEVELOPMENT MAINTENANCE WORK ELECTRIFICATION MATTOOL GP

Local Self Government Department

Kannur, Kerala

Amount: ₹16.2 LCloses: 28 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹16.2 L

EMD Value

₹40,377

Closing Date

28 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

LSGD (LID and EW) Division Kannur DP

Work Description

Annual Plan-Kannur DP Project No.155/2025- 26-MATTOOL CHMKS GHSS INFRASTRUCTURE DEVELOPMENT MAINTENANCE WORK ELECTRIFICATION MATTOOL GP (CIVIL WORKS)-General Civil Work (Re-Tender)

Tender Information

Tender ID

2026_LSGD_871379_4

Reference Number

DB/TN/2(3-C)/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Kannur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredE-Payment Form (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredForm of Tender, Affidavit, Integrity Pact Certificate(All documents should be signed) (.pdf)

RequiredSelf attested copies of Contractors License, GST Registration, PAN (.pdf)

RequiredFee exemption proof if any (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹40,377

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1GROUND FILLING
1.001	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	1,062.4	cum	-	-
1.002	OD304518/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)	15.42	cum	-	-
1.003	OD140267/2025-2026:DRY PAVING-Paving with dressed laterite stones 0.35 x 0.20 x 0.20 m including hand packing and cost and conveyance of all materials and all labour charges etc. complete for footpath	23.83	cum	-	-
1.004	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	21.89	cum	-	-
1.005	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	7.56	cum	-	-
1.006	4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	18.81	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	136.8	sqm	-	-
1.008	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	769.5	kg	-	-
1.009	OD246410/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6 mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed)	33.63	1 sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.10 MB

Work Item Documents

SBDmattool.pdf

Tender Documents • 2.05 MB

BOQ_1476953.xls

BOQ • 0.31 MB

NITmattool.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1GROUND FILLING
1.001	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	1,062.4	cum	-	-
1.002	OD304518/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)	15.42	cum	-	-
1.003	OD140267/2025-2026:DRY PAVING-Paving with dressed laterite stones 0.35 x 0.20 x 0.20 m including hand packing and cost and conveyance of all materials and all labour charges etc. complete for footpath	23.83	cum	-	-
1.004	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	21.89	cum	-	-
1.005	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	7.56	cum	-	-
1.006	4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	18.81	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	136.8	sqm	-	-
1.008	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	769.5	kg	-	-
1.009	OD246410/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6 mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed)	33.63	1 sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1GROUND FILLING

1.001

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

1,062.4

cum

1.002

OD304518/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)

15.42

cum

1.003

OD140267/2025-2026:DRY PAVING-Paving with dressed laterite stones 0.35 x 0.20 x 0.20 m including hand packing and cost and conveyance of all materials and all labour charges etc. complete for footpath

23.83

cum

1.004

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

21.89

cum

1.005

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

7.56

cum

1.006

4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

18.81

cum

1.007

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

136.8

sqm

1.008

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

769.5

1.009

OD246410/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6 mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed)

33.63

1 sqm