Kerala

To Be Opened

Works

Civil Works - Buildings

Kalliassery Block Panchayath 2025-26 Proj.No. 69/26-Renovation of Quarters Building at Family Health Centre Mattool

Local Self Government Department

Kalliasseri | Kannur, Kerala

Amount: ₹6.8 LCloses: 12 Jun 2026Closed

Timeline

Published5 Jun 2026
Closed12 Jun 2026
Bid Opening15 Jun 2026

Tender Value

₹6.8 L

EMD Value

₹17,040

Closing Date

12 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LID and EW Sub Division Kalliasseri Block Panchayath

Work Description

Renovation

Tender Information

Tender ID

2026_LSGD_853771_1

Reference Number

AEE/KLSY/PROJ NO 69/26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Kalliasseri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE,GST REGN COPY (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT ,PANCARD,CONTRACTOR LICENCE (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER ,BID FEE REMITTANCE (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,505

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,040

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Jun 2026

Published

5 Jun 2026

Bid Opening

15 Jun 2026

Download Starts

5 Jun 2026

Download Ends

12 Jun 2026

Submission Starts

5 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RENOVATION
1.001	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	-	cum	-	-
1.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
1.003	OD540932/2025-2026:Random rubble masonry with hard stone using departmental material in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.004	OD540931/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) (Modified 7.1.1)	-	cum	-	-
1.005	OD292144/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	-	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	1	sqm	-	-
1.007	OD528003/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and , complete as per Technical Specification Clause 401.(Modified 4.1.A.3 MORD Data)	1	cum	-	-
1.008	OD528004/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm broken stone filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. including cost and conveyance of all materials labour charges etc.complete. (Modified 16.68 by replacing sand bed, added 6 mm stone aggregate bed.)	-	sqm	-	-
1.009	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	-	-

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 • 0.05 MB

Work Item Documents

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.34 MB

SBD.pdf

Tender Documents • 2.14 MB

FORMOFTENDER.pdf

Tender Documents • 0.20 MB

BOQ_1442897.xls

BOQ • 0.31 MB

EPAY.pdf

Tender Documents • 0.24 MB

INTEGRITY.pdf

Tender Documents • 0.24 MB

AFFIDAVIT.pdf

Tender Documents • 0.16 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RENOVATION
1.001	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	-	cum	-	-
1.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
1.003	OD540932/2025-2026:Random rubble masonry with hard stone using departmental material in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.004	OD540931/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) (Modified 7.1.1)	-	cum	-	-
1.005	OD292144/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	-	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	1	sqm	-	-
1.007	OD528003/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and , complete as per Technical Specification Clause 401.(Modified 4.1.A.3 MORD Data)	1	cum	-	-
1.008	OD528004/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm broken stone filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. including cost and conveyance of all materials labour charges etc.complete. (Modified 16.68 by replacing sand bed, added 6 mm stone aggregate bed.)	-	sqm	-	-
1.009	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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RENOVATION

1.001

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

cum

1.002

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

cum

1.003

OD540932/2025-2026:Random rubble masonry with hard stone using departmental material in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

1.004

OD540931/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) (Modified 7.1.1)

cum

1.005

OD292144/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

cum

1.006

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

sqm

1.007

OD528003/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and , complete as per Technical Specification Clause 401.(Modified 4.1.A.3 MORD Data)

cum

1.008

OD528004/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm broken stone filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. including cost and conveyance of all materials labour charges etc.complete. (Modified 16.68 by replacing sand bed, added 6 mm stone aggregate bed.)

sqm

1.009

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