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Annual Plan-Mayyil Gramapanchayath -2026-27 Anganwadi Renovation In Various Wards -PR No-164/26-27 -General Civil Work

Local Self Government Department

MAYYIL G P | Kannur, Kerala

Amount: ₹4.9 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,286

Closing Date

29 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

sistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602

Work Description

Annual Plan-Mayyil Gramapanchayath -2026-27 Anganwadi Renovation In Various Wards -PR No-164/26-27 -General Civil Work

Tender Information

Tender ID

2026_LSGD_871225_6

Reference Number

05/AE/LSGD/MGP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

150 days

Location

MAYYIL G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT COMBINED WITH NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,085

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,286

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (94 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintananace -Thailavalappu Anganvadi
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	9.18	cum	-	-
1.002	15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar	6.46	cum	-	-
1.003	OD98963/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry masonry for foundation and basement including all cost of materials, labour charges etc.	1.18	cum	-	-
1.004	OD58012/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material labour charges etc	14.71	cum	-	-
1.005	OD59235/2026-2027:Laterite masonry with neatly dressed departmental laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 including all cost of materials, labor charges etc.	3.23	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	103.54	sqm	-	-
1.007	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	13.77	sqm	-	-
1.008	16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)	13.77	sqm	-	-
1.009	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.24	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.39 MB

BOQ_1477187.xls

BOQ • 0.36 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintananace -Thailavalappu Anganvadi
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	9.18	cum	-	-
1.002	15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar	6.46	cum	-	-
1.003	OD98963/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry masonry for foundation and basement including all cost of materials, labour charges etc.	1.18	cum	-	-
1.004	OD58012/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material labour charges etc	14.71	cum	-	-
1.005	OD59235/2026-2027:Laterite masonry with neatly dressed departmental laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 including all cost of materials, labor charges etc.	3.23	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	103.54	sqm	-	-
1.007	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	13.77	sqm	-	-
1.008	16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)	13.77	sqm	-	-
1.009	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.24	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintananace -Thailavalappu Anganvadi

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

9.18

cum

1.002

15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar

6.46

cum

1.003

OD98963/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry masonry for foundation and basement including all cost of materials, labour charges etc.

1.18

cum

1.004

OD58012/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material labour charges etc

14.71

cum

1.005

OD59235/2026-2027:Laterite masonry with neatly dressed departmental laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 including all cost of materials, labor charges etc.

3.23

cum

1.006

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

103.54

sqm

1.007

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

13.77

sqm

1.008

16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)

13.77

sqm

1.009

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.24

cum