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GENERAL Beautification of kottamaidan municipality road Beautification of kottamaidan municipality road General Civil Work

Local Self Government Department

Palakkad, Kerala

Amount: ₹15.3 LCloses: 29 Sept 20262d left

Timeline

Published18 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹15.3 L

EMD Value

₹38,307

Closing Date

29 Sept 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

OFFICE OF THE EXECUTIVE ENGINEER LID AND EW PALAKKAD MUNICIPALITY 678001

Work Description

GENERAL Beautification of kottamaidan municipality road Beautification of kottamaidan municipality road General Civil Work

Tender Information

Tender ID

2026_LSGD_871031_1

Reference Number

5/ AEE/LIDEW/PMC/20-26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

PALAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNit Sbd (.pdf)

RequiredAffidavit (.pdf)

RequiredEpayment (.pdf)

RequiredFormoftender (.pdf)

RequiredIntegritypact (.pdf)

RequiredPreliminary agreement (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹38,307

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

18 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1beautification
1.001	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	12.58	cum	-	-
1.002	OD195289/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	6.32	cum	-	-
1.003	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	280	sqm	-	-
1.004	OD197454/2026-2027:Providing and fixing 4mm GI wire mesh 3.81*3.81cm shaped netfor cutting hosting,and fixing as per site condition .engineer -in-charge	198.35	sqm	-	-
2INTERLOCKING
2.001	16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	26.88	cum	-	-
2.002	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)	35.84	cum	-	-
2.003	11.19.2:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement	358.4	sqm	-	-
2.004	16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete	17.92	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

BOQ_1476232.xls

BOQ • 0.30 MB

merged.pdf

Tender Documents • 1.67 MB

affidavit.pdf

Tender Documents • 0.34 MB

epayment.pdf

Tender Documents • 0.34 MB

formoftender.pdf

Tender Documents • 0.34 MB

integritypact.pdf

Tender Documents • 0.33 MB

preliminaryagreement.pdf

Tender Documents • 0.35 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1beautification
1.001	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	12.58	cum	-	-
1.002	OD195289/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	6.32	cum	-	-
1.003	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	280	sqm	-	-
1.004	OD197454/2026-2027:Providing and fixing 4mm GI wire mesh 3.81*3.81cm shaped netfor cutting hosting,and fixing as per site condition .engineer -in-charge	198.35	sqm	-	-
2INTERLOCKING
2.001	16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	26.88	cum	-	-
2.002	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)	35.84	cum	-	-
2.003	11.19.2:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement	358.4	sqm	-	-
2.004	16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete	17.92	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1beautification

1.001

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

12.58

cum

1.002

OD195289/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

6.32

cum

1.003

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

280

sqm

1.004

OD197454/2026-2027:Providing and fixing 4mm GI wire mesh 3.81*3.81cm shaped netfor cutting hosting,and fixing as per site condition .engineer -in-charge

198.35

sqm

2INTERLOCKING

2.001

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

26.88

cum

2.002

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)

35.84

cum

2.003

11.19.2:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement

358.4

sqm

2.004

16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

17.92

cum