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Civil Works - Others

Annual Plan-DP PKD 2026-27 POLPULLY DIVISION NALLEPULLY VADAKKUM P U R A M U N N A T H I S A M A G A R A V I K A S A N A M I N NALLEPULLY GP

Local Self Government Department

DISTRICT PANCHAYATH PALAKKAD | Palakkad, Kerala

Amount: ₹8.5 LCloses: 7 Oct 20263 Oct 2026Closed

Timeline

Published22 Sept 2026
Closed7 Oct 20263 Oct 2026
Bid Opening7 Oct 20266 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 5 Oct 2026Submission Ends:3 Oct 20267 Oct 2026

Date changes

Download Ends3 Oct 20267 Oct 2026Submission Ends3 Oct 20267 Oct 2026Bid Opening6 Oct 20267 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,184

Closing Date

7 Oct 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHAYATH OFFICE PALAKKAD

Work Description

Annual Plan-DP PKD 2026-27 POLPULLY DIVISION NALLEPULLY VADAKKUM P U R A M U N N A T H I S A M A G A R A V I K A S A N A M I N NALLEPULLY GP

Tender Information

Tender ID

2026_LSGD_871103_15

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

₹21,184

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

22 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

22 Sept 2026

Download Ends

7 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
1Road Maintance
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	30.88	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	3.51	cum	-	-
1.003	OD177989/2026-2027: DRY RUBBLE MASONRY without leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc.	21.25	cum	-	-
1.004	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20	24.42	cum	-	-
1.005	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	1.93	tonne	-	-
1.006	OD131202/2026-2027:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface	1.98	cum	-	-
1.007	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	570	sqm	-	-
1.008	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	570	sqm	-	-
2Name board

Documents

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Tender Page Snapshot

details.html

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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

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Work Item Documents

viewnit.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 4.07 MB

BOQ_1477690.xls

BOQ • 0.30 MB

Corrigendum Documents

DATEEXTENDED.pdf

PDF • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintance
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	30.88	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	3.51	cum	-	-
1.003	OD177989/2026-2027: DRY RUBBLE MASONRY without leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc.	21.25	cum	-	-
1.004	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20	24.42	cum	-	-
1.005	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	1.93	tonne	-	-
1.006	OD131202/2026-2027:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface	1.98	cum	-	-
1.007	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	570	sqm	-	-
1.008	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	570	sqm	-	-
2Name board

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintance

1.001

11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth

30.88

cum

1.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

3.51

cum

1.003

OD177989/2026-2027: DRY RUBBLE MASONRY without leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc.

21.25

cum

1.004

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

24.42

cum

1.005

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

1.93

tonne

1.006

OD131202/2026-2027:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface

1.98

cum

1.007

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

570

sqm

1.008

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

570

sqm

2Name board