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PR No. 196/27 PR No. 196/27 KUNNAMKADU PADINJARE PUZHA BAGAM ROAD RENOVATION

Local Self Government Department

MARUTHARODE GP | Palakkad, Kerala

Amount: ₹5.9 LCloses: 29 Sept 2026Due tomorrow

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,823

Closing Date

29 Sept 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant engineer

Address

O/o Assistant engineer,Marutharode Grama Panchayath

Work Description

PR No. 196/27 KUNNAMKADU PADINJARE PUZHA BAGAM ROAD RENOVATION IN MARUTHARODE GRAMAPANCHAYATH

Tender Information

Tender ID

2026_LSGD_871298_14

Reference Number

ET2/AE/LSGD/MGP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MARUTHARODE GP

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)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,823

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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RE TARRING
1.001	OD187842/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.	4.81	cum	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	100	sqm	-	-
1.003	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	100	sqm	-	-
1.004	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.	800	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	900	sqm	-	-
1.006	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	2	cum	-	-
1.007	OD187864/2026-2027:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete	1	1 nos	-	-
2RE CONCRETE
2.001	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)	18	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 2.19 MB

Tendernotice_2.pdf

PDF • 0.36 MB

Tendernotice_3.pdf

PDF • 0.31 MB

Tendernotice_4.pdf

PDF • 0.19 MB

Tendernotice_5.pdf

PDF • 0.28 MB

Tendernotice_6.pdf

PDF • 0.03 MB

Work Item Documents

BOQ_1477127.xls

BOQ • 0.30 MB

196NIT.pdf

Tender Documents • 0.03 MB

196SBD.pdf

Tender Documents • 1.89 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RE TARRING
1.001	OD187842/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.	4.81	cum	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	100	sqm	-	-
1.003	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	100	sqm	-	-
1.004	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.	800	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	900	sqm	-	-
1.006	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	2	cum	-	-
1.007	OD187864/2026-2027:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete	1	1 nos	-	-
2RE CONCRETE
2.001	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)	18	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RE TARRING

1.001

OD187842/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.

4.81

cum

1.002

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

100

sqm

1.003

75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

100

sqm

1.004

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.

800

sqm

1.005

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)

900

sqm

1.006

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

cum

1.007

OD187864/2026-2027:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete

1 nos

2RE CONCRETE

2.001

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)

cum