Kerala

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Civil Works - Roads

Annual Plan-DP-PKD-2026-27-Chalavara division- Aalankod SC unnathi road concreting in chalavara GP

Local Self Government Department

DISTRICT PANCHAYATH PALAKKAD | Palakkad, Kerala

Amount: ₹8.5 LCloses: 3 Oct 2026Closed

Timeline

Published22 Sept 2026
Closed3 Oct 2026
Bid Opening6 Oct 2026
Award—

Tender Value

₹8.5 L

EMD Value

₹21,180

Closing Date

3 Oct 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHAYATH OFFICE PALAKKAD

Work Description

Annual Plan-DP-PKD-2026-27-Chalavara division- Aalankod SC unnathi road concreting in chalavara GP

Tender Information

Tender ID

2026_LSGD_871103_41

Reference Number

03/AEE/2026-27 DT-17.09.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

DISTRICT PANCHAYATH 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

RequiredPRELIMINARYAGMNT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT, INTERGRITYPACT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredSBD,NIT (.pdf)

RequiredLICENSE,GST,PAN (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,180

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

22 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

22 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1side wall protection
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	309	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	35.02	cum	-	-
1.003	OD41002/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	350.2	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	14.19	cum	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	15	cum	-	-
1.006	OD80515/2026-2027:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	43.88	cum	-	-
1.007	13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4	1.25	cum	-	-
1.008	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.11	tonne	-	-
1.009	OD59544/2026-2027:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite carrying the inscription of indicating name of work, the cost involved, the commencement, completion, and inauguration date and the name of Sponsoring the project engraving it on the name of project including all cost of materials engraving charges conveyance and fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or metal board and cost for concreting the base of board.	1	each	-	-

Stage Documents

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Tender Page Snapshot

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NIT Documents

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Work Item Documents

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viewsbd.pdf

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BOQ_1478047.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1side wall protection
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	309	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	35.02	cum	-	-
1.003	OD41002/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	350.2	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	14.19	cum	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	15	cum	-	-
1.006	OD80515/2026-2027:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	43.88	cum	-	-
1.007	13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4	1.25	cum	-	-
1.008	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.11	tonne	-	-
1.009	OD59544/2026-2027:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite carrying the inscription of indicating name of work, the cost involved, the commencement, completion, and inauguration date and the name of Sponsoring the project engraving it on the name of project including all cost of materials engraving charges conveyance and fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or metal board and cost for concreting the base of board.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1side wall protection

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

309

sqm

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

35.02

cum

1.003

OD41002/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.

350.2

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

14.19

cum

1.005

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

1.006

OD80515/2026-2027:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

43.88

cum

1.007

13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

1.25

cum

1.008

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

0.11

tonne

1.009

OD59544/2026-2027:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite carrying the inscription of indicating name of work, the cost involved, the commencement, completion, and inauguration date and the name of Sponsoring the project engraving it on the name of project including all cost of materials engraving charges conveyance and fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or metal board and cost for concreting the base of board.

each