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Civil Works - Others

Annual Plan-DP-PKD-2026-27- KAPPUR DIVISION - KARANAPRA KURUMANNU SC UNNATHI SAMAGRAVIKASANAM PATTITHARA 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

Tender Value

₹8.5 L

EMD Value

₹21,181

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- KAPPUR DIVISION - KARANAPRA KURUMANNU SC UNNATHI SAMAGRAVIKASANAM PATTITHARA GP

Tender Information

Tender ID

2026_LSGD_871103_26

Reference Number

03/AEE/2026-27 DT-17.09.2026

Tender Type

Open Tender

Product Category

Civil Works - Others

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

₹21,181

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sideprotection work
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	4.14	cum	-	-
1.002	OD183824/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.	11.04	cum	-	-
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1.15	cum	-	-
1.004	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	0.06	tonne	-	-
1.005	OD183866/2026-2027:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	sqm	-	-
2ROAD CONCRETE
2.001	OD137260/2026-2027:(OD From DAR 2.28.1) Surface dressing of ground including vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish ,lead upto 50 m and lift upto 1.50m.	396.6	sqm	-	-
2.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	39.18	cum	-	-
2.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	59.09	cum	-	-

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

PDF • 6.51 MB

Work Item Documents

BOQ_1477844.xls

BOQ • 0.31 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.65 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sideprotection work
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	4.14	cum	-	-
1.002	OD183824/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.	11.04	cum	-	-
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1.15	cum	-	-
1.004	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	0.06	tonne	-	-
1.005	OD183866/2026-2027:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	sqm	-	-
2ROAD CONCRETE
2.001	OD137260/2026-2027:(OD From DAR 2.28.1) Surface dressing of ground including vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish ,lead upto 50 m and lift upto 1.50m.	396.6	sqm	-	-
2.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	39.18	cum	-	-
2.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	59.09	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sideprotection work

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

4.14

cum

1.002

OD183824/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.

11.04

cum

1.003

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

1.15

cum

1.004

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

0.06

tonne

1.005

OD183866/2026-2027:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete

sqm

2ROAD CONCRETE

2.001

OD137260/2026-2027:(OD From DAR 2.28.1) Surface dressing of ground including vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish ,lead upto 50 m and lift upto 1.50m.

396.6

sqm

2.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

39.18

cum

2.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

59.09

cum